Comprehensive Study Guide to Similar Triangles, Tangents to Circles, and Mensuration

SIMILAR TRIANGLES: FUNDAMENTAL THEOREMS, CRITERIA, AND PROPERTIES

  • Definition of Similar Triangles: Two triangles are said to be similar if:
    • (i) Their corresponding angles are equal.
    • (ii) Their corresponding sides are proportional (in the same ratio).
  • Congruence versus Similarity:
    • All congruent triangles are similar, but similar triangles need not be congruent.
  • Similarity of Polygons:
    • Two polygons having the same number of sides are similar if:
    • (i) Their corresponding angles are equal.
    • (ii) Their corresponding sides are in the same ratio.
  • Basic Proportionality Theorem (Thales' Theorem):
    • If a line is drawn parallel to one side of a triangle intersecting the other two sides in distinct points, it divides the two sides in the same ratio.
    • For ΔABC\Delta ABC, if DE∥BCDE \parallel BC where DD is on ABAB and EE is on ACAC, then:     ADDB=AEEC\frac{AD}{DB} = \frac{AE}{EC}
    • Corollaries of the theorem include:     ABAD=ACAEandABDB=ACEC\frac{AB}{AD} = \frac{AC}{AE} \quad \text{and} \quad \frac{AB}{DB} = \frac{AC}{EC}
  • Converse of Basic Proportionality Theorem:
    • If a line divides any two sides of a triangle in the same ratio, then the line must be parallel to the third side.
  • Criteria for Similarity of Triangles:
    • AAA-Similarity Criterion: If in two triangles, corresponding angles are equal, then their corresponding sides are in the same ratio, and consequently, the two triangles are similar.
    • AA-Similarity Corollary: If two angles of one triangle are respectively equal to two angles of another triangle, then the two triangles are similar.
    • SSS-Similarity Criterion: If the corresponding sides of two triangles are proportional, then their corresponding angles are equal, and the triangles are similar.
    • SAS-Similarity Criterion: If one angle of a triangle is equal to one angle of another triangle and the sides including these angles are proportional, then the triangles are similar.
  • Ratio of Areas of Similar Triangles:
    • The ratio of the areas of two similar triangles is equal to the ratio of the squares of their corresponding sides:     Area(ΔABC)Area(ΔDEF)=AB2DE2=BC2EF2=AC2DF2\frac{\text{Area}(\Delta ABC)}{\text{Area}(\Delta DEF)} = \frac{AB^2}{DE^2} = \frac{BC^2}{EF^2} = \frac{AC^2}{DF^2}
    • The ratio of areas is also equal to the ratio of the squares of their corresponding altitudes, medians, and angle bisectors.
  • Internal Angle Bisector Theorem:
    • The internal bisector of an angle of a triangle divides the opposite side internally in the ratio of the sides containing the angle:     BDDC=ABAC\frac{BD}{DC} = \frac{AB}{AC}
  • External Angle Bisector Theorem:
    • The external bisector of an angle of a triangle divides the opposite side externally in the ratio of the sides containing the angle:     BECE=ABAC\frac{BE}{CE} = \frac{AB}{AC}
  • Pythagoras Theorem:
    • In a right-angled triangle, the square of the hypotenuse is equal to the sum of the squares of the other two sides:     AC2=AB2+BC2AC^2 = AB^2 + BC^2
  • Converse of Pythagoras Theorem:
    • In a triangle, if the square of one side is equal to the sum of the squares of the other two sides, then the angle opposite to the first side is a right angle.

SIMILAR TRIANGLES: WORKED THEOREMS AND STEP-BY-STEP PROOFS

Similar Triangles and Midpoint Constructions

  • Midpoint Transversal Bisecting the Third Side:
    • Problem: Using similar triangles, prove that the line drawn from the mid-point of one side of a triangle parallel to another side bisects the third side.
    • Given: In ΔABC\Delta ABC, DD is the mid-point of ABAB (AD=DBAD = DB), and DE∥BCDE \parallel BC.
    • To Prove: AE=ECAE = EC.
    • Proof:
    • In ΔADE\Delta ADE and ΔABC\Delta ABC:       ∠1=∠2[Corresponding ∠s]\angle 1 = \angle 2 \quad [\text{Corresponding } \angle s]∠3=∠4[Corresponding ∠s]\angle 3 = \angle 4 \quad [\text{Corresponding } \angle s][∵DE∥BC][\because DE \parallel BC]∴ΔABC∼ΔADE\therefore \Delta ABC \sim \Delta ADE
    • By Basic Proportionality Theorem:       ADDB=AEEC\frac{AD}{DB} = \frac{AE}{EC}
    • Since AD=DBAD = DB, ADDB=1\frac{AD}{DB} = 1, which yields:       AEEC=1  ⟹  AE=EC\frac{AE}{EC} = 1 \implies AE = EC
  • Trisection of Side ACAC (AL=13ACAL = \frac{1}{3}AC):
    • Given: In ΔABC\Delta ABC, PP is the mid-point of side BCBC (BP=PCBP = PC), and QQ is the mid-point of APAP (AQ=QPAQ = QP). Line BQBQ is extended to meet side ACAC at point LL.
    • To Prove: AL=13ACAL = \frac{1}{3}AC.
    • Construction: Draw line segment PM∥BLPM \parallel BL meeting ACAC at point MM.
    • Proof:
    • In ΔBLC\Delta BLC, PM∥BLPM \parallel BL. By Basic Proportionality Theorem:       BPPC=LMMC\frac{BP}{PC} = \frac{LM}{MC}
    • Since BP=PCBP = PC:       LMMC=1  ⟹  LM=MC…(i)\frac{LM}{MC} = 1 \implies LM = MC \quad \dots (i)
    • In ΔAPM\Delta APM, QL∥PMQL \parallel PM and QQ is the mid-point of APAP. By Basic Proportionality Theorem:       AQQP=ALLM\frac{AQ}{QP} = \frac{AL}{LM}
    • Since AQ=QPAQ = QP:       ALLM=1  ⟹  AL=LM…(ii)\frac{AL}{LM} = 1 \implies AL = LM \quad \dots (ii)
    • Combining equations (i)(i) and (ii)(ii):       AL=LM=MCAL = LM = MC
    • Since AC=AL+LM+MC=3ALAC = AL + LM + MC = 3AL:       AL=13ACAL = \frac{1}{3}AC

Poles and Lamp Post Geometry

  • Intersection Height of Lines Joining Tops and Bases of Two Poles:
    • Problem: Two poles of heights aa and bb (b>ab > a) are cc metres apart. Prove that the height hh in metres of the point of intersection of the lines joining the top of each pole to the foot of the opposite pole is aba+b\frac{ab}{a + b}.
    • Given: Two vertical poles AB=aAB = a and CD=bCD = b, separated by distance BD=cBD = c. Line segments ADAD and BCBC intersect at point EE. Let EF=hEF = h be the perpendicular dropped from EE to BDBD, and let BF=xBF = x, so FD=c−xFD = c - x.
    • Proof:
    • In ΔABD\Delta ABD and ΔEFD\Delta EFD:       ∠ABD=∠EFD=90∘\angle ABD = \angle EFD = 90^\circ∠ADB=∠EDF[Common]\angle ADB = \angle EDF \quad [\text{Common}]∴ΔABD∼ΔEFD[AA-Similarity]\therefore \Delta ABD \sim \Delta EFD \quad [\text{AA-Similarity}]EFAB=FDBD  ⟹  ha=c−xc…(i)\frac{EF}{AB} = \frac{FD}{BD} \implies \frac{h}{a} = \frac{c - x}{c} \quad \dots (i)
    • In ΔCDB\Delta CDB and ΔEFB\Delta EFB:       ∠CDB=∠EFB=90∘\angle CDB = \angle EFB = 90^\circ∠CBD=∠EBF[Common]\angle CBD = \angle EBF \quad [\text{Common}]∴ΔCDB∼ΔEFB[AA-Similarity]\therefore \Delta CDB \sim \Delta EFB \quad [\text{AA-Similarity}]EFCD=BFBD  ⟹  hb=xc  ⟹  x=hcb\frac{EF}{CD} = \frac{BF}{BD} \implies \frac{h}{b} = \frac{x}{c} \implies x = \frac{hc}{b}
    • Substituting x=hcbx = \frac{hc}{b} into equation (i)(i):       ha=c−hcbc=c(1−hb)c=b−hb\frac{h}{a} = \frac{c - \frac{hc}{b}}{c} = \frac{c\left(1 - \frac{h}{b}\right)}{c} = \frac{b - h}{b}bh=a(b−h)  ⟹  bh=ab−ahbh = a(b - h) \implies bh = ab - ah(a+b)h=ab  ⟹  h=aba+b(a + b)h = ab \implies h = \frac{ab}{a + b}
  • Shadow of a Girl Walking Away from a Lamp Post:
    • Problem: A girl of height 90 cm90\,cm (0.9 m0.9\,m) is walking away from the base of a lamp post at a speed of 1.2 m/s1.2\,m/s. If the lamp is 3.6 m3.6\,m above the ground, find the length of her shadow after 4 s4\,s.
    • Solution:
    • Let AB=3.6 mAB = 3.6\,m be the lamp post, and let CD=0.9 mCD = 0.9\,m be the girl.
    • Distance covered by the girl in 4 s4\,s:       BD=1.2 m/s×4 s=4.8 mBD = 1.2\,m/s \times 4\,s = 4.8\,m
    • Let the shadow length DE=x mDE = x\,m, so BE=BD+DE=4.8+xBE = BD + DE = 4.8 + x.
    • In ΔABE\Delta ABE and ΔCDE\Delta CDE:       ∠B=∠D=90∘\angle B = \angle D = 90^\circ∠E=∠E[Common]\angle E = \angle E \quad [\text{Common}]∴ΔABE∼ΔCDE[AA-Similarity]\therefore \Delta ABE \sim \Delta CDE \quad [\text{AA-Similarity}]BEDE=ABCD  ⟹  4.8+xx=3.60.9=4\frac{BE}{DE} = \frac{AB}{CD} \implies \frac{4.8 + x}{x} = \frac{3.6}{0.9} = 44.8+x=4x  ⟹  3x=4.8  ⟹  x=1.6 m4.8 + x = 4x \implies 3x = 4.8 \implies x = 1.6\,m
    • The shadow of the girl is 1.6 m1.6\,m long.
  • Parallel Segment from Quadrilateral Angle Bisectors:
    • Problem: ABCDABCD is a quadrilateral in which AB=ADAB = AD. The bisectors of ∠BAC\angle BAC and ∠CAD\angle CAD intersect sides BCBC and CDCD at points EE and FF respectively. Prove that segment EF∥BDEF \parallel BD.
    • Proof:
    • In ΔABC\Delta ABC, AEAE bisects ∠BAC\angle BAC. By Internal Angle Bisector Theorem:       ABAC=BEEC…(i)\frac{AB}{AC} = \frac{BE}{EC} \quad \dots (i)
    • In ΔCAD\Delta CAD, AFAF bisects ∠CAD\angle CAD. By Internal Angle Bisector Theorem:       ADAC=DFFC…(ii)\frac{AD}{AC} = \frac{DF}{FC} \quad \dots (ii)
    • Given AB=ADAB = AD, equating left-hand sides of (i)(i) and (ii)(ii):       ABAC=ADAC  ⟹  BEEC=DFFC\frac{AB}{AC} = \frac{AD}{AC} \implies \frac{BE}{EC} = \frac{DF}{FC}
    • In ΔBCD\Delta BCD, since BEEC=DFFC\frac{BE}{EC} = \frac{DF}{FC}, by the Converse of Basic Proportionality Theorem:       EF∥BDEF \parallel BD
  • Perpendicular Dropped to Hypotenuse in a Right Triangle:
    • Problem: ΔABC\Delta ABC is a right-angled triangle with ∠C=90∘\angle C = 90^\circ. Let pp be the length of the perpendicular from CC to ABAB, and let AB=cAB = c, BC=aBC = a, and CA=bCA = b. Prove that:
    • (i) pc=abpc = ab
    • (ii) 1p2=1a2+1b2\frac{1}{p^2} = \frac{1}{a^2} + \frac{1}{b^2}
    • Proof:
    • Express area of ΔABC\Delta ABC in two ways:       Area(ΔABC)=12×base×height=12cp…(i)\text{Area}(\Delta ABC) = \frac{1}{2} \times \text{base} \times \text{height} = \frac{1}{2} c p \quad \dots (i)Area(ΔABC)=12ab…(ii)\text{Area}(\Delta ABC) = \frac{1}{2} a b \quad \dots (ii)12cp=12ab  ⟹  pc=ab  ⟹  c=abp\frac{1}{2} c p = \frac{1}{2} a b \implies p c = a b \implies c = \frac{a b}{p}
    • In right triangle ΔABC\Delta ABC, by Pythagoras Theorem:       c2=a2+b2c^2 = a^2 + b^2
    • Substituting c=abpc = \frac{ab}{p} into the equation:       (abp)2=a2+b2  ⟹  a2b2p2=a2+b2\left(\frac{a b}{p}\right)^2 = a^2 + b^2 \implies \frac{a^2 b^2}{p^2} = a^2 + b^21p2=a2+b2a2b2=a2a2b2+b2a2b2=1b2+1a2\frac{1}{p^2} = \frac{a^2 + b^2}{a^2 b^2} = \frac{a^2}{a^2 b^2} + \frac{b^2}{a^2 b^2} = \frac{1}{b^2} + \frac{1}{a^2}1p2=1a2+1b2\frac{1}{p^2} = \frac{1}{a^2} + \frac{1}{b^2}
  • Interior Point in a Rectangle:
    • Problem: Point OO is inside rectangle ABCDABCD. Prove that OA2+OC2=OB2+OD2OA^2 + OC^2 = OB^2 + OD^2.
    • Construction: Draw line EFEF through OO parallel to ABAB meeting ADAD at EE and BCBC at FF.
    • Proof:
    • Since EF∥ABEF \parallel AB and AB⊥ADAB \perp AD, EF⊥ADEF \perp AD and EF⊥BCEF \perp BC. Thus, EABFEABF and DEFCDEFC are rectangles, which gives AE=BFAE = BF and DE=CFDE = CF.
    • Applying Pythagoras Theorem to four right triangles formed with vertex OO:       OA2=OE2+AE2OA^2 = OE^2 + AE^2OC2=OF2+CF2OC^2 = OF^2 + CF^2OB2=OF2+BF2OB^2 = OF^2 + BF^2OD2=OE2+DE2OD^2 = OE^2 + DE^2
    • Adding OA2+OC2OA^2 + OC^2:       OA2+OC2=OE2+AE2+OF2+CF2OA^2 + OC^2 = OE^2 + AE^2 + OF^2 + CF^2
    • Substitute AE=BFAE = BF and CF=DECF = DE:       OA2+OC2=OE2+BF2+OF2+DE2=(OF2+BF2)+(OE2+DE2)=OB2+OD2OA^2 + OC^2 = OE^2 + BF^2 + OF^2 + DE^2 = (OF^2 + BF^2) + (OE^2 + DE^2) = OB^2 + OD^2

Medians and Altitude of Triangles

  • Relation Between Sides and Medians of a Triangle:
    • Problem: Prove that three times the sum of the squares of the sides of a triangle is equal to four times the sum of the squares of the medians of the triangle:     3(AB2+BC2+CA2)=4(AD2+BE2+CF2)3(AB^2 + BC^2 + CA^2) = 4(AD^2 + BE^2 + CF^2)
    • Proof:
    • Let D,E,FD, E, F be mid-points of BC,CA,ABBC, CA, AB. In ΔABC\Delta ABC, using Apollonius's Theorem derived via coordinate/Pythagorean expansion:       AB2+AC2=2AD2+2BD2=2AD2+2(BC2)2=2AD2+12BC2…(i)AB^2 + AC^2 = 2AD^2 + 2BD^2 = 2AD^2 + 2\left(\frac{BC}{2}\right)^2 = 2AD^2 + \frac{1}{2}BC^2 \quad \dots (i)BC2+CA2=2CF2+12AB2…(ii)BC^2 + CA^2 = 2CF^2 + \frac{1}{2}AB^2 \quad \dots (ii)AB2+BC2=2BE2+12AC2…(iii)AB^2 + BC^2 = 2BE^2 + \frac{1}{2}AC^2 \quad \dots (iii)
    • Adding equations (i)(i), (ii)(ii), and (iii)(iii):       2(AB2+BC2+CA2)=2(AD2+BE2+CF2)+12(AB2+BC2+CA2)2(AB^2 + BC^2 + CA^2) = 2(AD^2 + BE^2 + CF^2) + \frac{1}{2}(AB^2 + BC^2 + CA^2)(2−12)(AB2+BC2+CA2)=2(AD2+BE2+CF2)\left(2 - \frac{1}{2}\right)(AB^2 + BC^2 + CA^2) = 2(AD^2 + BE^2 + CF^2)32(AB2+BC2+CA2)=2(AD2+BE2+CF2)\frac{3}{2}(AB^2 + BC^2 + CA^2) = 2(AD^2 + BE^2 + CF^2)3(AB2+BC2+CA2)=4(AD2+BE2+CF2)3(AB^2 + BC^2 + CA^2) = 4(AD^2 + BE^2 + CF^2)
  • Trisection of Side in an Equilateral Triangle:
    • Problem: In an equilateral triangle ABCABC, point DD lies on BCBC such that BD=13BCBD = \frac{1}{3}BC. Prove that 9AD2=7AB29AD^2 = 7AB^2.
    • Construction: Draw altitude AL⊥BCAL \perp BC.
    • Proof:
    • In equilateral ΔABC\Delta ABC, the altitude bisects the base: BL=LC=12BCBL = LC = \frac{1}{2}BC.
    • Since BD=13BCBD = \frac{1}{3}BC:       DL=BL−BD=12BC−13BC=16BCDL = BL - BD = \frac{1}{2}BC - \frac{1}{3}BC = \frac{1}{6}BC
    • In right ΔALD\Delta ALD: AD2=AL2+DL2AD^2 = AL^2 + DL^2.
    • In right ΔALB\Delta ALB: AB2=AL2+BL2AB^2 = AL^2 + BL^2.
    • Subtracting the two equations:       AB2−AD2=BL2−DL2=(BL+DL)(BL−DL)AB^2 - AD^2 = BL^2 - DL^2 = (BL + DL)(BL - DL)BL+DL=12BC+16BC=23BCBL + DL = \frac{1}{2}BC + \frac{1}{6}BC = \frac{2}{3}BCBL−DL=BD=13BCBL - DL = BD = \frac{1}{3}BCAB2−AD2=(23BC)(13BC)=29BC2AB^2 - AD^2 = \left(\frac{2}{3}BC\right)\left(\frac{1}{3}BC\right) = \frac{2}{9}BC^2
    • Since AB=BCAB = BC:       AB2−AD2=29AB2  ⟹  9(AB2−AD2)=2AB2AB^2 - AD^2 = \frac{2}{9}AB^2 \implies 9(AB^2 - AD^2) = 2AB^29AB2−9AD2=2AB2  ⟹  7AB2=9AD29AB^2 - 9AD^2 = 2AB^2 \implies 7AB^2 = 9AD^2

SIMILAR TRIANGLES: ADDITIONAL WORKED EXAMPLES

  • Basic Proportionality Computations:
    • Example: In ΔABC\Delta ABC, DE∥BCDE \parallel BC. Given AD=3.6 cmAD = 3.6\,cm, AB=10 cmAB = 10\,cm, and AE=4.5 cmAE = 4.5\,cm. Find ECEC and ACAC.     ABAD=ACAE  ⟹  103.6=AC4.5  ⟹  AC=4.5×103.6=12.5 cm\frac{AB}{AD} = \frac{AC}{AE} \implies \frac{10}{3.6} = \frac{AC}{4.5} \implies AC = \frac{4.5 \times 10}{3.6} = 12.5\,cmEC=AC−AE=12.5−4.5=8 cmEC = AC - AE = 12.5 - 4.5 = 8\,cm
    • Example: Find xx if DE∥BCDE \parallel BC where AD=4AD = 4, DB=x−4DB = x - 4, AE=8AE = 8, and EC=3x−19EC = 3x - 19.     ADDB=AEEC  ⟹  4x−4=83x−19\frac{AD}{DB} = \frac{AE}{EC} \implies \frac{4}{x - 4} = \frac{8}{3x - 19}4(3x−19)=8(x−4)  ⟹  12x−76=8x−324(3x - 19) = 8(x - 4) \implies 12x - 76 = 8x - 324x=44  ⟹  x=114x = 44 \implies x = 11
  • Angle Bisector Calculations:
    • Internal Bisector Example: In ΔABC\Delta ABC, ADAD is the bisector of ∠A\angle A. AB=10 cmAB = 10\,cm, AC=14 cmAC = 14\,cm, BC=6 cmBC = 6\,cm. Let BD=xBD = x, DC=6−xDC = 6 - x.     ABAC=BDDC  ⟹  1014=x6−x  ⟹  57=x6−x\frac{AB}{AC} = \frac{BD}{DC} \implies \frac{10}{14} = \frac{x}{6 - x} \implies \frac{5}{7} = \frac{x}{6 - x}5(6−x)=7x  ⟹  30−5x=7x  ⟹  12x=30  ⟹  x=2.5 cm5(6 - x) = 7x \implies 30 - 5x = 7x \implies 12x = 30 \implies x = 2.5\,cmBD=2.5 cmandDC=3.5 cmBD = 2.5\,cm \quad \text{and} \quad DC = 3.5\,cm
    • External Bisector Example: In ΔABC\Delta ABC, AEAE is the external bisector of ∠CAD\angle CAD meeting BCBC extended at EE. AB=10 cmAB = 10\,cm, AC=6 cmAC = 6\,cm, BC=12 cmBC = 12\,cm. Let CE=xCE = x.     BECE=ABAC  ⟹  12+xx=106=53\frac{BE}{CE} = \frac{AB}{AC} \implies \frac{12 + x}{x} = \frac{10}{6} = \frac{5}{3}3(12+x)=5x  ⟹  36+3x=5x  ⟹  2x=36  ⟹  x=18 cm3(12 + x) = 5x \implies 36 + 3x = 5x \implies 2x = 36 \implies x = 18\,cmCE=18 cmCE = 18\,cm
  • Similar Triangle Proportions and Altitudes:
    • Example: Given ΔACB∼ΔAPQ\Delta ACB \sim \Delta APQ. BC=10 cmBC = 10\,cm, PQ=5 cmPQ = 5\,cm, BA=7.4 cmBA = 7.4\,cm, AP=2.8 cmAP = 2.8\,cm. Find CACA and AQAQ.     ACAP=CBPQ=ABAQ  ⟹  AC2.8=105=2  ⟹  AC=5.6 cm\frac{AC}{AP} = \frac{CB}{PQ} = \frac{AB}{AQ} \implies \frac{AC}{2.8} = \frac{10}{5} = 2 \implies AC = 5.6\,cm7.4AQ=2  ⟹  AQ=7.42=3.7 cm\frac{7.4}{AQ} = 2 \implies AQ = \frac{7.4}{2} = 3.7\,cm
    • Right-Angled Triangle Altitude Example: In ΔABC\Delta ABC, ∠ABC=90∘\angle ABC = 90^\circ, BD⊥ACBD \perp AC. AB=5.7 cmAB = 5.7\,cm, BD=3.8 cmBD = 3.8\,cm, CD=5.4 cmCD = 5.4\,cm. Find BCBC.
    • Since ΔBDC∼ΔABC\Delta BDC \sim \Delta ABC:       ABBD=BCDC  ⟹  5.73.8=BC5.4  ⟹  BC=5.7×5.43.8=8.1 cm\frac{AB}{BD} = \frac{BC}{DC} \implies \frac{5.7}{3.8} = \frac{BC}{5.4} \implies BC = \frac{5.7 \times 5.4}{3.8} = 8.1\,cm
  • Similar Triangles Areas and Heights:
    • Example: In ΔABC\Delta ABC, DE∥BCDE \parallel BC. DE=4 cmDE = 4\,cm, BC=6 cmBC = 6\,cm, Area(ΔADE)=16 cm2\text{Area}(\Delta ADE) = 16\,cm^2. Find Area(ΔABC)\text{Area}(\Delta ABC).     Area(ΔADE)Area(ΔABC)=DE2BC2=4262=1636\frac{\text{Area}(\Delta ADE)}{\text{Area}(\Delta ABC)} = \frac{DE^2}{BC^2} = \frac{4^2}{6^2} = \frac{16}{36}16Area(ΔABC)=1636  ⟹  Area(ΔABC)=36 cm2\frac{16}{\text{Area}(\Delta ABC)} = \frac{16}{36} \implies \text{Area}(\Delta ABC) = 36\,cm^2
    • Heights of Isosceles Triangles: Two isosceles triangles have equal vertical angles and area ratio 16:2516 : 25. Find the ratio of their corresponding heights.
    • Since the vertical angles are equal and legs are equal in each (AB=ACAB = AC and DE=DFDE = DF), base angles are equal:       ∠B=180∘−∠A2=180∘−∠D2=∠E\angle B = \frac{180^\circ - \angle A}{2} = \frac{180^\circ - \angle D}{2} = \angle E
    • Therefore, ΔABC∼ΔDEF\Delta ABC \sim \Delta DEF by AA-similarity.     Height12Height22=Area1Area2=1625  ⟹  Height1Height2=1625=45\frac{\text{Height}_1^2}{\text{Height}_2^2} = \frac{\text{Area}_1}{\text{Area}_2} = \frac{16}{25} \implies \frac{\text{Height}_1}{\text{Height}_2} = \sqrt{\frac{16}{25}} = \frac{4}{5}

SIMILAR TRIANGLES: PRACTICE EXERCISES

  • Exercise 1 Solutions and Problems:
    • Q1: ΔABC∼ΔDEF\Delta ABC \sim \Delta DEF, Area(ΔABC)=9 cm2\text{Area}(\Delta ABC) = 9\,cm^2, Area(ΔDEF)=16 cm2\text{Area}(\Delta DEF) = 16\,cm^2, BC=2.1 cmBC = 2.1\,cm. Length of EFEF:     916=(2.1)2EF2  ⟹  34=2.1EF  ⟹  EF=4×2.13=2.8 cm\frac{9}{16} = \frac{(2.1)^2}{EF^2} \implies \frac{3}{4} = \frac{2.1}{EF} \implies EF = \frac{4 \times 2.1}{3} = 2.8\,cm
    • Q2: ΔABC∼ΔDEF\Delta ABC \sim \Delta DEF, BC=3 cmBC = 3\,cm, EF=4 cmEF = 4\,cm, Area(ΔABC)=54 cm2\text{Area}(\Delta ABC) = 54\,cm^2. Area of ΔDEF\Delta DEF:     54Area(ΔDEF)=(34)2=916  ⟹  Area(ΔDEF)=54×169=96 cm2\frac{54}{\text{Area}(\Delta DEF)} = \left(\frac{3}{4}\right)^2 = \frac{9}{16} \implies \text{Area}(\Delta DEF) = \frac{54 \times 16}{9} = 96\,cm^2
    • Q3: Right triangle has hypotenuse q cmq\,cm and side p cmp\,cm. If q−p=2q - p = 2, third side in terms of qq:     Third side=q2−p2=q2−(q−2)2=q2−(q2−4q+4)=4q−4=2q−1\text{Third side} = \sqrt{q^2 - p^2} = \sqrt{q^2 - (q - 2)^2} = \sqrt{q^2 - (q^2 - 4q + 4)} = \sqrt{4q - 4} = 2\sqrt{q - 1}
    • Q4: ΔABC∼ΔDEF\Delta ABC \sim \Delta DEF, AB=2DEAB = 2DE, Area(ΔABC)=56 cm2\text{Area}(\Delta ABC) = 56\,cm^2. Area of ΔDEF\Delta DEF:     56Area(ΔDEF)=(ABDE)2=(21)2=4  ⟹  Area(ΔDEF)=564=14 cm2\frac{56}{\text{Area}(\Delta DEF)} = \left(\frac{AB}{DE}\right)^2 = \left(\frac{2}{1}\right)^2 = 4 \implies \text{Area}(\Delta DEF) = \frac{56}{4} = 14\,cm^2
    • Q5: Two poles of heights 7 m7\,m and 12 m12\,m stand on plane ground with bases 12 m12\,m apart. Distance between tips:     Height difference=12−7=5 m\text{Height difference} = 12 - 7 = 5\,mDistance between tips=122+52=144+25=169=13 m\text{Distance between tips} = \sqrt{12^2 + 5^2} = \sqrt{144 + 25} = \sqrt{169} = 13\,m
    • Q6: DE∥BCDE \parallel BC and AD:DB=5:4AD : DB = 5 : 4. Area ratio evaluation for ΔDEF\Delta DEF and ΔCFB\Delta CFB.
    • Q7: DE∥BCDE \parallel BC and AD:DB=2:3AD : DB = 2 : 3. Ratio Area(ΔADE):Area(ΔABC)\text{Area}(\Delta ADE) : \text{Area}(\Delta ABC).     ADAB=22+3=25  ⟹  Area(ΔADE)Area(ΔABC)=(25)2=425\frac{AD}{AB} = \frac{2}{2 + 3} = \frac{2}{5} \implies \frac{\text{Area}(\Delta ADE)}{\text{Area}(\Delta ABC)} = \left(\frac{2}{5}\right)^2 = \frac{4}{25}
    • Q8: Similar triangles areas 81 cm281\,cm^2 and 49 cm249\,cm^2. Altitude of first is 6.3 cm6.3\,cm. Corresponding altitude h2h_2:     8149=(6.3)2h22  ⟹  97=6.3h2  ⟹  h2=7×6.39=4.9 cm\frac{81}{49} = \frac{(6.3)^2}{h_2^2} \implies \frac{9}{7} = \frac{6.3}{h_2} \implies h_2 = \frac{7 \times 6.3}{9} = 4.9\,cm
    • Q9: Areas 121 cm2121\,cm^2 and 64 cm264\,cm^2. Median of first is 12.1 cm12.1\,cm. Median of second m2m_2:     118=12.1m2  ⟹  m2=8×12.111=8.8 cm\frac{11}{8} = \frac{12.1}{m_2} \implies m_2 = \frac{8 \times 12.1}{11} = 8.8\,cm
    • Q10: Areas 100 cm2100\,cm^2 and 49 cm249\,cm^2. Altitude of bigger is 5 cm5\,cm. Other altitude:     107=5h  ⟹  h=3.5 cm\frac{10}{7} = \frac{5}{h} \implies h = 3.5\,cm
    • Q11: Sum of squares of sides of rhombus equals sum of squares of its diagonals:     4a2=d12+d224a^2 = d_1^2 + d_2^2
    • Q12: Points SS and TT trisect side QRQR of right ΔPQR\Delta PQR. Prove 8PT2=3PR2+5PS28PT^2 = 3PR^2 + 5PS^2.
    • Q13: BLBL and CMCM are medians of ΔABC\Delta ABC right-angled at AA. Prove 4(BL2+CM2)=5BC24(BL^2 + CM^2) = 5BC^2.
    • Q14: ΔABC∼ΔPQR\Delta ABC \sim \Delta PQR and Quad ABCD∼ABCD \sim Quad PQRSPQRS. Find unknown values x,y,zx, y, z.
    • Q15: Values of xx that make DE∥ABDE \parallel AB when segments are given as 8x+98x + 9, x+3x + 3, 3x+43x + 4, and xx.
    • Q16: Perimeters of two similar triangles are 30 cm30\,cm and 20 cm20\,cm. If one side of the first is 15 cm15\,cm, the corresponding side of the second is:     3020=15s2  ⟹  s2=10 cm\frac{30}{20} = \frac{15}{s_2} \implies s_2 = 10\,cm
    • Q17: Sides ratio 1:31 : 3. Area of smaller is 40 cm240\,cm^2. Area of larger:     40A2=(13)2=19  ⟹  A2=360 cm2\frac{40}{A_2} = \left(\frac{1}{3}\right)^2 = \frac{1}{9} \implies A_2 = 360\,cm^2
    • Q18: P,QP, Q on AB,ACAB, AC of ΔABC\Delta ABC. AP=2 cmAP = 2\,cm, PB=4 cmPB = 4\,cm, AQ=3 cmAQ = 3\,cm, QC=6 cmQC = 6\,cm. Prove BC=3PQBC = 3PQ.
    • Q19: Vertical stick 12 cm12\,cm casts shadow 8 cm8\,cm. Tower casts shadow 40 m40\,m. Height of tower:     h40=128=1.5  ⟹  h=60 m\frac{h}{40} = \frac{12}{8} = 1.5 \implies h = 60\,m
    • Q20: In figure, AP=3 cmAP = 3\,cm, AR=4.5 cmAR = 4.5\,cm, AQ=6 cmAQ = 6\,cm, AB=5 cmAB = 5\,cm, and AC=10 cmAC = 10\,cm. Length of ADAD.
    • Q21: ∠A=∠CED\angle A = \angle CED, AB=9 cmAB = 9\,cm, AD=7 cmAD = 7\,cm, CD=8 cmCD = 8\,cm, CE=10 cmCE = 10\,cm. Find DEDE.
    • Q22: In ΔABC\Delta ABC, if ADAD is median, show Apollonius's theorem: AB2+AC2=2(AD2+BD2)AB^2 + AC^2 = 2(AD^2 + BD^2).
    • Q23: Parallelogram ABCDABCD, MM is mid-point of CDCD. BMBM meets ACAC in LL and ADAD produced in EE. Prove EL=2BLEL = 2BL.
    • Q24: Right ΔABC\Delta ABC with perpendicular pp to hypotenuse: prove pc=abpc = ab and 1p2=1a2+1b2\frac{1}{p^2} = \frac{1}{a^2} + \frac{1}{b^2}.
    • Q25: Equilateral ΔPQR\Delta PQR with QRQR trisected at SS. Prove 9PS2=7PQ29PS^2 = 7PQ^2.
    • Q26: If diagonals of a quadrilateral divide each other proportionally, prove it is a trapezium.
  • Exercise 2 Problems:
    • Q1: Basic proportionality questions with variants: (i) BD=3.6 cmBD = 3.6\,cm, (ii) AE=3 cmAE = 3\,cm, (iii) AC=20.25 cmAC = 20.25\,cm.
    • Q2: Solve for xx given LM∥ABLM \parallel AB, AL=x−3AL = x - 3, AC=2xAC = 2x, BM=x−2BM = x - 2, BC=2x+3BC = 2x + 3.
    • Q3: Verification whether DE∥BCDE \parallel BC given side segment measures.
    • Q4: Determine ∠BAD\angle BAD given ABAC=BDDC\frac{AB}{AC} = \frac{BD}{DC}, ∠B=70∘\angle B = 70^\circ, ∠C=50∘\angle C = 50^\circ.
    • Q5 & Q6: Verification and numerical determination using angle bisector theorem.
    • Q7-Q14: Trapezium proportionality, equiangular angle bisector segment properties, and numerical proportions.
    • Q15-Q27: Right triangle relations, altitude calculations, coordinate walking (10 m10\,m south, 24 m24\,m west yields 102+242=26 m\sqrt{10^2 + 24^2} = 26\,m), and inscribed circle radii.

SIMILAR TRIANGLES: MULTIPLE CHOICE QUESTIONS

  • Q1: In ΔABC\Delta ABC, DE∥BCDE \parallel BC, AD=2.4 cmAD = 2.4\,cm, AE=3.2 cmAE = 3.2\,cm, EC=4.8 cmEC = 4.8\,cm. Value of ABAB:   ADDB=AEEC  ⟹  2.4DB=3.24.8=23  ⟹  DB=3.6 cm\frac{AD}{DB} = \frac{AE}{EC} \implies \frac{2.4}{DB} = \frac{3.2}{4.8} = \frac{2}{3} \implies DB = 3.6\,cmAB=AD+DB=2.4+3.6=6 cm[Option b]AB = AD + DB = 2.4 + 3.6 = 6\,cm \quad [\text{Option b}]
  • Q2: In ΔABC\Delta ABC, DE∥BCDE \parallel BC, AD=7x−4AD = 7x - 4, AE=5x−2AE = 5x - 2, DB=3x+4DB = 3x + 4, EC=3xEC = 3x. Value of xx:   7x−43x+4=5x−23x  ⟹  3x(7x−4)=(5x−2)(3x+4)\frac{7x - 4}{3x + 4} = \frac{5x - 2}{3x} \implies 3x(7x - 4) = (5x - 2)(3x + 4)21x2−12x=15x2+14x−8  ⟹  6x2−26x+8=0  ⟹  3x2−13x+4=021x^2 - 12x = 15x^2 + 14x - 8 \implies 6x^2 - 26x + 8 = 0 \implies 3x^2 - 13x + 4 = 0(3x−1)(x−4)=0  ⟹  x=4[Option c](3x - 1)(x - 4) = 0 \implies x = 4 \quad [\text{Option c}]
  • Q3: In ΔABC\Delta ABC, ADAD is internal bisector of ∠A\angle A. BD=5 cmBD = 5\,cm, BC=7.5 cmBC = 7.5\,cm. Then DC=2.5 cmDC = 2.5\,cm. Ratio AB:ACAB : AC:   ABAC=BDDC=52.5=21=2:1[Option a]\frac{AB}{AC} = \frac{BD}{DC} = \frac{5}{2.5} = \frac{2}{1} = 2 : 1 \quad [\text{Option a}]
  • Q4: In trapezium ABCDABCD, AB∥DCAB \parallel DC, diagonals intersect at OO. AO=3x−1AO = 3x - 1, BO=2x+1BO = 2x + 1, OC=5x−3OC = 5x - 3, OD=6x−5OD = 6x - 5. Then xx:   AOOC=BOOD  ⟹  3x−15x−3=2x+16x−5\frac{AO}{OC} = \frac{BO}{OD} \implies \frac{3x - 1}{5x - 3} = \frac{2x + 1}{6x - 5}(3x−1)(6x−5)=(2x+1)(5x−3)  ⟹  18x2−21x+5=10x2−x−3(3x - 1)(6x - 5) = (2x + 1)(5x - 3) \implies 18x^2 - 21x + 5 = 10x^2 - x - 38x2−20x+8=0  ⟹  2x2−5x+2=0  ⟹  (2x−1)(x−2)=0  ⟹  x=2[Option a]8x^2 - 20x + 8 = 0 \implies 2x^2 - 5x + 2 = 0 \implies (2x - 1)(x - 2) = 0 \implies x = 2 \quad [\text{Option a}]
  • Q5: In ΔABC\Delta ABC, ABAC=BDDC\frac{AB}{AC} = \frac{BD}{DC}, ∠B=70∘\angle B = 70^\circ, ∠C=50∘\angle C = 50^\circ. ∠A=180∘−(70∘+50∘)=60∘\angle A = 180^\circ - (70^\circ + 50^\circ) = 60^\circ. Since ADAD bisects ∠A\angle A:   ∠BAD=60∘2=30∘[Option a]\angle BAD = \frac{60^\circ}{2} = 30^\circ \quad [\text{Option a}]
  • Q6: In ΔABC\Delta ABC, ADAD is bisector of ∠A\angle A. Then Area(ΔABD)Area(ΔACD)=BDDC=ABAC[Option b]\frac{\text{Area}(\Delta ABD)}{\text{Area}(\Delta ACD)} = \frac{BD}{DC} = \frac{AB}{AC} \quad [\text{Option b}].
  • Q7: ΔABC∼ΔDEF\Delta ABC \sim \Delta DEF, perimeters are 30 cm30\,cm and 18 cm18\,cm. If BC=9 cmBC = 9\,cm, then EFEF:   3018=9EF  ⟹  EF=9×1830=5.4 cm[Option b]\frac{30}{18} = \frac{9}{EF} \implies EF = \frac{9 \times 18}{30} = 5.4\,cm \quad [\text{Option b}]
  • Q8: ΔABC∼ΔDEF\Delta ABC \sim \Delta DEF, AB=9.1 cmAB = 9.1\,cm, DE=6.5 cmDE = 6.5\,cm, perimeter of ΔDEF=25 cm\Delta DEF = 25\,cm. Perimeter of ΔABC\Delta ABC:   Perimeter(ΔABC)25=9.16.5=1.4  ⟹  Perimeter=35 cm[Option a]\frac{\text{Perimeter}(\Delta ABC)}{25} = \frac{9.1}{6.5} = 1.4 \implies \text{Perimeter} = 35\,cm \quad [\text{Option a}]
  • Q9: Vertical stick 20 m20\,m casts shadow 10 m10\,m. Tower casts shadow 50 m50\,m. Height of tower:   h50=2010=2  ⟹  h=100 m[Option a]\frac{h}{50} = \frac{20}{10} = 2 \implies h = 100\,m \quad [\text{Option a}]
  • Q10: ΔABC\Delta ABC and ΔEBD\Delta EBD are equilateral triangles such that DD is mid-point of BCBC. Ratio of areas:   Area(ΔABC)Area(ΔEBD)=(BCBD)2=(21)2=4:1[Option c]\frac{\text{Area}(\Delta ABC)}{\text{Area}(\Delta EBD)} = \left(\frac{BC}{BD}\right)^2 = \left(\frac{2}{1}\right)^2 = 4 : 1 \quad [\text{Option c}]
  • Q11: Two isosceles triangles have equal vertical angles and area ratio 16:2516 : 25. Ratio of corresponding heights:   1625=4:5[Option a]\sqrt{\frac{16}{25}} = 4 : 5 \quad [\text{Option a}]
  • Q12: ΔABC∼ΔDEF\Delta ABC \sim \Delta DEF, 2AB=DE2AB = DE, BC=8 cmBC = 8\,cm. Then EFEF:   ABDE=12=BCEF  ⟹  EF=2×8=16 cm[Option a]\frac{AB}{DE} = \frac{1}{2} = \frac{BC}{EF} \implies EF = 2 \times 8 = 16\,cm \quad [\text{Option a}]
  • Q13: Poles of height 6 m6\,m and 11 m11\,m, distance between feet 12 m12\,m. Distance between tops:   122+(11−6)2=144+25=13 m[Option c]\sqrt{12^2 + (11 - 6)^2} = \sqrt{144 + 25} = 13\,m \quad [\text{Option c}]
  • Q14: In ΔABC\Delta ABC, line XY∥BCXY \parallel BC. If BYBY bisects ∠XYC\angle XYC, then BC=CY[Option c]BC = CY \quad [\text{Option c}].
  • Q15: In ΔABC\Delta ABC, DE:BC=3:5DE : BC = 3 : 5. Ratio Area(ΔADE):Area(□BCED)\text{Area}(\Delta ADE) : \text{Area}(\square BCED).   Area(ΔADE)Area(ΔABC)=(35)2=925\frac{\text{Area}(\Delta ADE)}{\text{Area}(\Delta ABC)} = \left(\frac{3}{5}\right)^2 = \frac{9}{25}Area(□BCED)=25−9=16  ⟹  Ratio=9:16[Option b]\text{Area}(\square BCED) = 25 - 9 = 16 \implies \text{Ratio} = 9 : 16 \quad [\text{Option b}]
  • Q16: In trapezium ABCDABCD, BC∥ADBC \parallel AD, AD=4 cmAD = 4\,cm, AOOC=DOOB=12\frac{AO}{OC} = \frac{DO}{OB} = \frac{1}{2}. Then BC=8 cm[Option b]BC = 8\,cm \quad [\text{Option b}].
  • Q17: Equilateral ΔABC\Delta ABC, altitude BE⊥CABE \perp CA. Then:   AB2+BC2+CA2=3a2=3(43BE2)=4BE2[Option c]AB^2 + BC^2 + CA^2 = 3a^2 = 3\left(\frac{4}{3}BE^2\right) = 4BE^2 \quad [\text{Option c}]
  • Q18: Right triangle hypotenuse pp, side qq, with p−q=1p - q = 1. Third side is p2−q2=(p−q)(p+q)=1(2q+1)=2q+1[Option a]\sqrt{p^2 - q^2} = \sqrt{(p - q)(p + q)} = \sqrt{1(2q + 1)} = \sqrt{2q + 1} \quad [\text{Option a}].
  • Q19: Triangle ABCABC with AC=BCAC = BC and AB2=2AC2=AC2+BC2AB^2 = 2AC^2 = AC^2 + BC^2. Angle is right at ∠C[Option c]\angle C \quad [\text{Option c}].
  • Q20: Right ΔABC\Delta ABC at AA, AD⊥BCAD \perp BC. Side AB=cAB = c, AC=bAC = b. Then hypotenuse is b2+c2\sqrt{b^2 + c^2}, giving:   AD=bcb2+c2[Option a]AD = \frac{bc}{\sqrt{b^2 + c^2}} \quad [\text{Option a}]
  • Q21: Right ΔABC\Delta ABC at AA, AD⊥BCAD \perp BC. BC=13 cmBC = 13\,cm, AC=5 cmAC = 5\,cm. Ratio Area(ΔABC):Area(ΔADC)=(BCAC)2=16925=169:25[Option b]\text{Area}(\Delta ABC) : \text{Area}(\Delta ADC) = \left(\frac{BC}{AC}\right)^2 = \frac{169}{25} = 169 : 25 \quad [\text{Option b}].
  • Q22: Median property in right triangle at BB: 4LC2=AB2+4BC2[Option a]4LC^2 = AB^2 + 4BC^2 \quad [\text{Option a}].
  • Q23: Similar right triangles transversal expression: x=acb+c[Option a]x = \frac{ac}{b + c} \quad [\text{Option a}].
  • Q24: Medial triangle area ratio: Area(ΔEFD):Area(ΔABC)=1:4[Option d]\text{Area}(\Delta EFD) : \text{Area}(\Delta ABC) = 1 : 4 \quad [\text{Option d}].
  • Q25: Aeroplane north at 1000 km/h1000\,km/h and west at 1200 km/h1200\,km/h for 1.5 h1.5\,h (32 h\frac{3}{2}\,h):   D1=1500 km,D2=1800 kmD_1 = 1500\,km, \quad D_2 = 1800\,kmDistance=15002+18002=30052+62=30061 km[Option a]\text{Distance} = \sqrt{1500^2 + 1800^2} = 300\sqrt{5^2 + 6^2} = 300\sqrt{61}\,km \quad [\text{Option a}]
  • Q26: Standard perpendicular relation: 1p2=1a2+1b2[Option d]\frac{1}{p^2} = \frac{1}{a^2} + \frac{1}{b^2} \quad [\text{Option d}].
  • Q27: Given triangle sides and angle relation calculation yielding x=4 cm[Option b]x = 4\,cm \quad [\text{Option b}].
  • Q28: Angle calculation using bisector property yielding ∠ABD=40∘[Option b]\angle ABD = 40^\circ \quad [\text{Option b}].
  • Q29: Equilateral triangle and square of same perimeter PP:
    • Triangle side s=P3s = \frac{P}{3}, Area X=34(P3)2=336P2≈0.0481P2X = \frac{\sqrt{3}}{4}\left(\frac{P}{3}\right)^2 = \frac{\sqrt{3}}{36}P^2 \approx 0.0481 P^2.
    • Square side a=P4a = \frac{P}{4}, Area Y=(P4)2=116P2=0.0625P2Y = \left(\frac{P}{4}\right)^2 = \frac{1}{16}P^2 = 0.0625 P^2.
    • Therefore, X<Y[Option b]X < Y \quad [\text{Option b}].
  • Q30: Point equidistant from all three sides of a triangle: Four points exist (1 incenter and 3 excenters) [Option c][\text{Option c}].
  • Q31: Triangle OSDOSD formed by bisector and perpendicular bisector is isosceles right-angled [Option c][\text{Option c}].
  • Q32: Right triangle area 40 cm240\,cm^2, perimeter 40 cm40\,cm:   12ab=40  ⟹  ab=80\frac{1}{2}ab = 40 \implies ab = 80a+b+c=40  ⟹  a+b=40−ca + b + c = 40 \implies a + b = 40 - c(a+b)2=a2+b2+2ab  ⟹  (40−c)2=c2+160(a + b)^2 = a^2 + b^2 + 2ab \implies (40 - c)^2 = c^2 + 1601600−80c+c2=c2+160  ⟹  80c=1440  ⟹  c=18 cm[Option b]1600 - 80c + c^2 = c^2 + 160 \implies 80c = 1440 \implies c = 18\,cm \quad [\text{Option b}]
  • Q33: Isosceles triangle base 1010, legs 1313. Height h=132−52=12h = \sqrt{13^2 - 5^2} = 12. Area =12×10×12=60= \frac{1}{2} \times 10 \times 12 = 60. Other base yielding area 6060 with legs 1313 is 24 inch[Option c]24\,inch \quad [\text{Option c}].
  • Q34: In right ΔABC\Delta ABC at BB, with P,QP, Q on AB,BCAB, BC: AQ2+CP2=AC2+PQ2[Option c]AQ^2 + CP^2 = AC^2 + PQ^2 \quad [\text{Option c}].
  • Q35: Right ΔABC\Delta ABC at AA, AB=5 cmAB = 5\,cm, AC=12 cmAC = 12\,cm, hypotenuse BC=13 cmBC = 13\,cm. Perpendicular to hypotenuse:   AD=AB×ACBC=5×1213=6013 cm[Option b]AD = \frac{AB \times AC}{BC} = \frac{5 \times 12}{13} = \frac{60}{13}\,cm \quad [\text{Option b}]

TANGENT TO A CIRCLE: THEOREMS AND PROPERTIES

  • Definitions:
    • Non-Intersecting Line: A line that has no common point with the circle.
    • Secant: A line that intersects a circle in two distinct points.
    • Tangent: A line that touches a circle at exactly one point.
    • Point of Contact: The common single point of the tangent and the circle.
    • Normal: The line containing the radius drawn through the point of contact; it is perpendicular to the tangent.
  • Foundational Properties:
    • There is only one tangent at any point on the boundary of a circle.
    • The tangent at any point of a circle is perpendicular to the radius through the point of contact.
    • No tangent can be drawn to a circle from a point lying inside the circle.
    • Exactly two tangents can be drawn to a circle from a point lying outside the circle.
    • Length of Tangent: The length of the line segment from the external point to the point of contact.
    • Tangents drawn from an external point to a circle are equal in length (PA=PBPA = PB).
  • Alternate Segment Theorem:
    • If a chord is drawn through the point of contact of a tangent to a circle, the angles that this chord makes with the given tangent are equal respectively to the angles subtended by the chord in the corresponding alternate segments:     ∠BAQ=∠ACBand∠BAP=∠ADB\angle BAQ = \angle ACB \quad \text{and} \quad \angle BAP = \angle ADB
  • Converse of Alternate Segment Theorem:
    • If a line is drawn through an end point of a chord of a circle such that the angle formed with the chord equals the angle subtended by the chord in the alternate segment, then the line is a tangent to the circle.
  • Intersecting Chords and Tangent-Secant Theorems:
    • Tangent-Secant Theorem: If PABPAB is a secant intersecting the circle at AA and BB, and PTPT is a tangent segment, then:     PT2=PA×PBPT^2 = PA \times PB
    • Intersecting Chords Theorem: If chords ABAB and CDCD intersect at PP (either internally or externally), then:     PA×PB=PC×PDPA \times PB = PC \times PD

TANGENT TO A CIRCLE: STEP-BY-STEP WORKED EXAMPLES

  • Tangent and Secant Length Calculation:
    • Problem: PTPT is a tangent of length 6 cm6\,cm, and PABPAB is a secant with chord AB=5 cmAB = 5\,cm. Find PAPA.
    • Solution: Let PA=xPA = x. Then PB=PA+AB=x+5PB = PA + AB = x + 5.     PT2=PA×PB  ⟹  62=x(x+5)PT^2 = PA \times PB \implies 6^2 = x(x + 5)x2+5x−36=0  ⟹  (x+9)(x−4)=0x^2 + 5x - 36 = 0 \implies (x + 9)(x - 4) = 0
    • Since length must be positive, x=4 cmx = 4\,cm. Thus, PA=4 cmPA = 4\,cm.
  • Proof that OP=2APOP = 2AP when ∠APB=120∘\angle APB = 120^\circ:
    • Given: Two tangents PAPA and PBPB drawn from PP to a circle with centre OO such that ∠APB=120∘\angle APB = 120^\circ.
    • Proof: Line segment OPOP bisects ∠APB\angle APB, so ∠OPA=12×120∘=60∘\angle OPA = \frac{1}{2} \times 120^\circ = 60^\circ.
    • In right ΔOAP\Delta OAP (∠OAP=90∘\angle OAP = 90^\circ):       APOP=cos⁡(60∘)=12  ⟹  OP=2AP\frac{AP}{OP} = \cos(60^\circ) = \frac{1}{2} \implies OP = 2AP
  • Intercept of a Tangent Between Two Parallel Tangents Subtends 90∘90^\circ at the Centre:
    • Given: Two parallel tangents touched at points of a diameter. A third tangent BDBD intersects them.
    • Proof: In right triangles formed with radius segments, congruent pairs establish:     ∠1=∠2and∠3=∠4\angle 1 = \angle 2 \quad \text{and} \quad \angle 3 = \angle 4(∠1+∠2)+(∠3+∠4)=180∘  ⟹  2∠1+2∠3=180∘(\angle 1 + \angle 2) + (\angle 3 + \angle 4) = 180^\circ \implies 2\angle 1 + 2\angle 3 = 180^\circ∠1+∠3=90∘  ⟹  ∠BOD=90∘\angle 1 + \angle 3 = 90^\circ \implies \angle BOD = 90^\circ
  • Circumscribed Parallelogram is a Rhombus:
    • Given: A circle touches sides AB,BC,CD,DAAB, BC, CD, DA of a parallelogram at P,Q,R,SP, Q, R, S.
    • Proof: Tangent segments from each vertex are equal:     AP=AS,BP=BQ,CR=CQ,DR=DSAP = AS, \quad BP = BQ, \quad CR = CQ, \quad DR = DSAB+CD=(AP+PB)+(CR+DR)=(AS+DS)+(BQ+CQ)=AD+BCAB + CD = (AP + PB) + (CR + DR) = (AS + DS) + (BQ + CQ) = AD + BC
    • In a parallelogram, opposite sides are equal (AB=CDAB = CD and AD=BCAD = BC):     2AB=2AD  ⟹  AB=AD2AB = 2AD \implies AB = AD
    • A parallelogram with adjacent sides equal is a rhombus.
  • Inscribed Semicircle Radius in Semicircles Configuration:
    • Problem: Line segment ABAB of length xx has mid-point MM. Semicircles are drawn with diameters AMAM, MBMB, and ABAB on the same side. A circle C(O,r)C(O, r) touches all three semicircles. Prove that r=16ABr = \frac{1}{6}AB.
    • Setup:
    • Let AB=xAB = x. Then AM=MB=x2AM = MB = \frac{x}{2}.
    • Radii of smaller semicircles with centres CC and DD are AC=CM=MD=DB=x4AC = CM = MD = DB = \frac{x}{4}.
    • Radius of outer large semicircle is RM=x2RM = \frac{x}{2}.
    • Geometry of Centres:
    • OC=r+x4OC = r + \frac{x}{4}
    • OM=RM−OR=x2−rOM = RM - OR = \frac{x}{2} - r
    • In right ΔOMC\Delta OMC (since MM is the mid-point of CDCD and ∠OMC=90∘\angle OMC = 90^\circ):       OC2=OM2+CM2OC^2 = OM^2 + CM^2(r+x4)2=(x2−r)2+(x4)2\left(r + \frac{x}{4}\right)^2 = \left(\frac{x}{2} - r\right)^2 + \left(\frac{x}{4}\right)^2r2+rx2+x216=x24−rx+r2+x216r^2 + \frac{rx}{2} + \frac{x^2}{16} = \frac{x^2}{4} - rx + r^2 + \frac{x^2}{16}rx2=x24−rx  ⟹  3rx2=x24\frac{rx}{2} = \frac{x^2}{4} - rx \implies \frac{3rx}{2} = \frac{x^2}{4}3r=x2  ⟹  r=x6=16AB3r = \frac{x}{2} \implies r = \frac{x}{6} = \frac{1}{6}AB

Three Mutually Tangent Semicircles with an Inscribed Circle

TANGENTS AND CIRCLES: MULTIPLE CHOICE QUESTIONS AND HOTS

  • Multiple Choice Questions on Tangents:
    • Q1: Length of tangent from point 8 cm8\,cm away from centre of circle with radius 6 cm6\,cm:     82−62=64−36=28=27 cm[Option b]\sqrt{8^2 - 6^2} = \sqrt{64 - 36} = \sqrt{28} = 2\sqrt{7}\,cm \quad [\text{Option b}]
    • Q2: Tangent PQPQ, diameter QORQOR. ∠POR=120∘\angle POR = 120^\circ. ∠POQ=180∘−120∘=60∘\angle POQ = 180^\circ - 120^\circ = 60^\circ. Since ∠OQP=90∘\angle OQP = 90^\circ:     ∠OPQ=90∘−60∘=30∘[Option c]\angle OPQ = 90^\circ - 60^\circ = 30^\circ \quad [\text{Option c}]
    • Q3: Tangents drawn at end points of a diameter are always parallel [Option a][\text{Option a}].
    • Q4: PQPQ is tangent at PP, ∠OPQ=90∘\angle OPQ = 90^\circ. If ΔOPQ\Delta OPQ is isosceles, ∠OQP=45∘[Option b]\angle OQP = 45^\circ \quad [\text{Option b}].
    • Q5: Concentric circles chords touching inner circle are all of the same length [Option b][\text{Option b}].
    • Q6: Concentric circles radii aa and bb (a>ba > b). Length of chord of larger touching smaller:     2a2−b2[Option b]2\sqrt{a^2 - b^2} \quad [\text{Option b}]
    • Q7: Right triangle legs BC=6 cmBC = 6\,cm, AB=8 cmAB = 8\,cm, hypotenuse AC=10 cmAC = 10\,cm. Radius of inscribed circle:     r=a+b−c2=6+8−102=2 cm[Option b]r = \frac{a + b - c}{2} = \frac{6 + 8 - 10}{2} = 2\,cm \quad [\text{Option b}]
    • Q8: Tangent length 24 cm24\,cm, distance from centre 25 cm25\,cm. Radius:     252−242=625−576=49=7 cm[Option a]\sqrt{25^2 - 24^2} = \sqrt{625 - 576} = \sqrt{49} = 7\,cm \quad [\text{Option a}]
    • Q9: Circumscribed triangle angles: ∠RPQ=180∘−2∠BAC[Option d]\angle RPQ = 180^\circ - 2\angle BAC \quad [\text{Option d}].
    • Q10: Tangents PAPA and PBPB inclined at 80∘80^\circ. ∠AOB=180∘−80∘=100∘\angle AOB = 180^\circ - 80^\circ = 100^\circ. Angle ∠POA=100∘2=50∘[Option a]\angle POA = \frac{100^\circ}{2} = 50^\circ \quad [\text{Option a}].
    • Q11: Chord ABAB, ∠AOB=110∘\angle AOB = 110^\circ. In isosceles ΔOAB\Delta OAB, ∠OBA=180∘−110∘2=35∘\angle OBA = \frac{180^\circ - 110^\circ}{2} = 35^\circ. Tangent angle:     ∠ABQ=90∘−35∘=55∘[Option c]\angle ABQ = 90^\circ - 35^\circ = 55^\circ \quad [\text{Option c}]
    • Q13: Common tangents ABAB and CDCD touching at CC, with DD on ABAB and CD=4 cmCD = 4\,cm. Since DA=CD=DB=4 cmDA = CD = DB = 4\,cm:     AB=DA+DB=4+4=8 cm[Option c]AB = DA + DB = 4 + 4 = 8\,cm \quad [\text{Option c}]
    • Q16: Lawn chord 16 m16\,m, distance from centre 6 m6\,m. Half-chord is 8 m8\,m. Radius:     62+82=10 m[Option c]\sqrt{6^2 + 8^2} = 10\,m \quad [\text{Option c}]
    • Q17: Tangents PA=PB=10 cmPA = PB = 10\,cm, ∠APB=60∘\angle APB = 60^\circ. Since ΔPAB\Delta PAB is equilateral, chord AB=10 cm[Option c]AB = 10\,cm \quad [\text{Option c}].
    • Q18: Secant through centre: PQ=5 cmPQ = 5\,cm, PA=1 cmPA = 1\,cm. PT2=PA×PB  ⟹  52=1×PB  ⟹  PB=25 cmPT^2 = PA \times PB \implies 5^2 = 1 \times PB \implies PB = 25\,cm. Diameter AB=25−1=24 cmAB = 25 - 1 = 24\,cm, so radius is 12 cm[Option b]12\,cm \quad [\text{Option b}].
    • Q19: Quadrilateral circumscribed around circle: AB+CD=BC+ADAB + CD = BC + AD.     6+4=7+AD  ⟹  10=7+AD  ⟹  AD=3 cm[Option a]6 + 4 = 7 + AD \implies 10 = 7 + AD \implies AD = 3\,cm \quad [\text{Option a}]
    • Q20: Perimeter of ΔAPQ\Delta APQ where AB=5 cmAB = 5\,cm is tangent from AA:     Perimeter=2×AB=2×5=10 cm[Option d]\text{Perimeter} = 2 \times AB = 2 \times 5 = 10\,cm \quad [\text{Option d}]
    • Q21: Circumscribed quadrilateral perimeter with segments AP=6AP = 6, BP=5BP = 5, CQ=3CQ = 3, DR=4DR = 4:     AB=11,CD=7  ⟹  Perimeter=2(AB+CD)=2(11+7)=36 cm[Option c]AB = 11, \quad CD = 7 \implies \text{Perimeter} = 2(AB + CD) = 2(11 + 7) = 36\,cm \quad [\text{Option c}]
  • Miscellaneous HOTS Problems:
    • Q1: External bisectors of ∠B\angle B and ∠C\angle C meet at OO. Angle ∠BOC=90∘−∠A2\angle BOC = 90^\circ - \frac{\angle A}{2}.
    • Q3: Midpoints DD and EE of ABAB and ACAC. If ∠A=80∘\angle A = 80^\circ, ∠C=35∘\angle C = 35^\circ, then ∠B=180∘−(80∘+35∘)=65∘\angle B = 180^\circ - (80^\circ + 35^\circ) = 65^\circ. Since DE∥BCDE \parallel BC, ∠EDB=180∘−65∘=115∘[Option D]\angle EDB = 180^\circ - 65^\circ = 115^\circ \quad [\text{Option D}].
    • Q6: Triangles constructible from set of lengths {1,4,6,8}\{1, 4, 6, 8\}:
    • Triplets: (1,4,6)→1+4<6(1, 4, 6) \to 1 + 4 < 6 (no); (1,4,8)→1+4<8(1, 4, 8) \to 1 + 4 < 8 (no); (1,6,8)→1+6<8(1, 6, 8) \to 1 + 6 < 8 (no); (4,6,8)→4+6>8(4, 6, 8) \to 4 + 6 > 8 (valid).
    • Only 1 triangle can be formed [Option A][\text{Option A}].
    • Q11: Octagon cut from a square of side 2 m2\,m: Length of each side is 22+1=2(2−1)[Option B]\frac{2}{\sqrt{2} + 1} = 2(\sqrt{2} - 1) \quad [\text{Option B}].
    • Q12: Number of common tangents to two externally touching circles is 33 (two direct, one transverse) [Option C][\text{Option C}].
    • Q13: Distance between centres of two internally touching circles equals the difference of their radii [Option B][\text{Option B}].
    • Q14: Cyclic quadrilateral PQRSPQRS with diameter RSRS. If ∠SPQ=140∘\angle SPQ = 140^\circ, then opposite ∠SRQ=40∘\angle SRQ = 40^\circ. Since ∠RQS=90∘\angle RQS = 90^\circ, ∠RSQ=90∘−40∘=50∘[Option B]\angle RSQ = 90^\circ - 40^\circ = 50^\circ \quad [\text{Option B}].
    • Q18: A parallelogram inscribed in a circle is a rectangle [Option C][\text{Option C}].

AREAS AND PERIMETERS OF PLANE FIGURES: FORMULAE

Areas and Perimeters of Plane Figures - Triangles

  • Triangle Formulas:
    • Equilateral Triangle (side aa):
    • Height: h=32ah = \frac{\sqrt{3}}{2}a
    • Area: A=12×base×height=12×a×32a=34a2A = \frac{1}{2} \times \text{base} \times \text{height} = \frac{1}{2} \times a \times \frac{\sqrt{3}}{2}a = \frac{\sqrt{3}}{4}a^2
    • Right-Angled Triangle (base bb, hypotenuse dd):
    • Height: h=d2−b2h = \sqrt{d^2 - b^2}
    • Area: A=12bh=12bd2−b2A = \frac{1}{2}bh = \frac{1}{2}b\sqrt{d^2 - b^2}
    • Scalene Triangle (Heron's Formula):
    • Semi-perimeter: s=a+b+c2s = \frac{a + b + c}{2}
    • Area: A=s(s−a)(s−b)(s−c)A = \sqrt{s(s - a)(s - b)(s - c)}

Areas and Perimeters of Plane Figures - Parallelogram and Rhombus

  • Quadrilateral Formulas:
    • Square (side aa):
    • Area: A=a2A = a^2
    • Side: a=Aa = \sqrt{A}
    • Perimeter: P=4aP = 4a
    • Diagonal: D=2a=1.414AD = \sqrt{2}a = 1.414\sqrt{A}
    • Rectangle (length ll, breadth bb, diagonal dd):
    • Area: A=l×b=ld2−l2=bd2−b2A = l \times b = l\sqrt{d^2 - l^2} = b\sqrt{d^2 - b^2}
    • Perimeter: P=2(l+b)P = 2(l + b)
    • Diagonal: d=l2+b2d = \sqrt{l^2 + b^2}
    • Parallelogram (base bb, height hh):
    • Area: A=b×hA = b \times h
    • Base: b=Ahb = \frac{A}{h}, Height: h=Abh = \frac{A}{b}
    • Rhombus (diagonals d1,d2d_1, d_2):
    • Area: A=12d1d2A = \frac{1}{2} d_1 d_2
    • Trapezium (parallel sides a,ba, b, perpendicular distance hh):
    • Area: A=12(a+b)hA = \frac{1}{2}(a + b)h

Circular Ring

  • Circles and Regions Formulas:
    • Circle (radius rr, diameter dd):
    • Area: A=πr2=πd24A = \pi r^2 = \frac{\pi d^2}{4}
    • Circumference: C=2πr=πd≈3.14dC = 2\pi r = \pi d \approx 3.14 d
    • Radius: r=Aπr = \sqrt{\frac{A}{\pi}}, Diameter: d=Cπd = \frac{C}{\pi}
    • Semicircle:
    • Area: A=12πr2A = \frac{1}{2}\pi r^2
    • Perimeter: P=πr+2r=r(π+2)P = \pi r + 2r = r(\pi + 2)
    • Circular Sector (arc length ll, angle α\alpha in degrees):
    • Arc Length: l=α360∘×2πr=απr180∘l = \frac{\alpha}{360^\circ} \times 2\pi r = \frac{\alpha \pi r}{180^\circ}
    • Area: A=α360∘×πr2=12lrA = \frac{\alpha}{360^\circ} \times \pi r^2 = \frac{1}{2} l r
    • Circular Ring (outer radius RR, inner radius rr; outer diameter DD, inner diameter dd):
    • Area: A=π(R2−r2)=π(R+r)(R−r)=π4(D+d)(D−d)A = \pi(R^2 - r^2) = \pi(R + r)(R - r) = \frac{\pi}{4}(D + d)(D - d)

PLANE MENSURATION: PRACTICE PROBLEMS AND NUMERICAL EXERCISES

  • Multiple Choice Mensuration Questions:
    • Q1: Fencing rectangular plot at Rs. 7.50/mRs.\,7.50/m costs Rs. 3000Rs.\,3000. Perimeter =30007.50=400 m= \frac{3000}{7.50} = 400\,m. Ratio l:b=5:3l : b = 5 : 3, so 2(5x+3x)=400  ⟹  16x=400  ⟹  x=252(5x + 3x) = 400 \implies 16x = 400 \implies x = 25. Difference l−b=2x=50 m[Option a]l - b = 2x = 50\,m \quad [\text{Option a}].
    • Q2: Plot length is half as long again as broad (l=1.5bl = 1.5b). Area =223 ha=83×10000=800003 m2= 2\frac{2}{3}\,ha = \frac{8}{3} \times 10000 = \frac{80000}{3}\,m^2. Length calculation.
    • Q3: Doubling dimensions quadruples four-wall area: 48×4=Rs. 192[Option c]48 \times 4 = Rs.\,192 \quad [\text{Option c}].
    • Q4: Base increased by 10%10\%. To keep area constant, altitude decrease =10110×100%=9111%[Option a]= \frac{10}{110} \times 100\% = 9\frac{1}{11}\% \quad [\text{Option a}].
    • Q5: Triangle sides 13,14,15 m13, 14, 15\,m. Semi-perimeter s=21s = 21. Area =21×8×7×6=84 m2= \sqrt{21 \times 8 \times 7 \times 6} = 84\,m^2. Cost at Rs. 8.75/m2=84×8.75=Rs. 735[Option b]Rs.\,8.75/m^2 = 84 \times 8.75 = Rs.\,735 \quad [\text{Option b}].
    • Q6: Altitude of equilateral triangle of side 23 cm2\sqrt{3}\,cm is 32(23)=3 cm[Option d]\frac{\sqrt{3}}{2}(2\sqrt{3}) = 3\,cm \quad [\text{Option d}].
    • Q7: Circumference minus radius is 37 cm37\,cm:     2πr−r=37  ⟹  r(2×227−1)=37  ⟹  r(377)=37  ⟹  r=7 cm2\pi r - r = 37 \implies r\left(2 \times \frac{22}{7} - 1\right) = 37 \implies r\left(\frac{37}{7}\right) = 37 \implies r = 7\,cmArea=227×72=154 cm2[Option c]\text{Area} = \frac{22}{7} \times 7^2 = 154\,cm^2 \quad [\text{Option c}]
    • Q8: Circumference increased by 50%50\%. Area increase =(1.5)2−1=125%[Option c]= (1.5)^2 - 1 = 125\% \quad [\text{Option c}].
    • Q9: Largest circle in rectangle 7 m×6 m7\,m \times 6\,m has diameter 6 m6\,m (r=3 mr = 3\,m):     Area=227×32=1987=2827 m2[Option a]\text{Area} = \frac{22}{7} \times 3^2 = \frac{198}{7} = 28\frac{2}{7}\,m^2 \quad [\text{Option a}]
    • Q10: Wheel diameter 711 m\frac{7}{11}\,m. Circumference =227×711=2 m= \frac{22}{7} \times \frac{7}{11} = 2\,m. Rounds in 4 km4\,km (4000 m4000\,m):     40002=2000[Option d]\frac{4000}{2} = 2000 \quad [\text{Option d}]
    • Q11: Equal area of circle and square: a2=πr2  ⟹  ar=π:1[Option a]a^2 = \pi r^2 \implies \frac{a}{r} = \sqrt{\pi} : 1 \quad [\text{Option a}].
    • Q12: Largest square in circle of unit radius (r=1r = 1) has diagonal 22. Area =12d2=12(2)2=2[Option a]= \frac{1}{2}d^2 = \frac{1}{2}(2)^2 = 2 \quad [\text{Option a}].
    • Q13: Square park side 100 m100\,m, area 10000 m210000\,m^2. Park excluding circular lawn is 8614 m28614\,m^2. Area of lawn =10000−8614=1386 m2= 10000 - 8614 = 1386\,m^2. Radius:     πr2=1386  ⟹  227r2=1386  ⟹  r2=441  ⟹  r=21 m[Option a]\pi r^2 = 1386 \implies \frac{22}{7}r^2 = 1386 \implies r^2 = 441 \implies r = 21\,m \quad [\text{Option a}]
    • Q19: Four horses at corners of square plot side 63 m63\,m. Ungrazed area =632−π(632)2=3969−3118.5=850.5 m2[Option d]= 63^2 - \pi\left(\frac{63}{2}\right)^2 = 3969 - 3118.5 = 850.5\,m^2 \quad [\text{Option d}].
    • Q20: Largest triangle in semicircle of radius rr: Base 2r2r, height rr. Area =12(2r)(r)=r2 cm2[Option b]= \frac{1}{2}(2r)(r) = r^2\,cm^2 \quad [\text{Option b}].
    • Q21: Regular hexagon inscribed in circle of radius rr has side rr. Perimeter =6r[Option b]= 6r \quad [\text{Option b}].
    • Q23: Parallelogram sides 6 cm6\,cm and 4 cm4\,cm, angle 30∘30^\circ. Area =6×4×sin⁡(30∘)=24×0.5=12 cm2[Option a]= 6 \times 4 \times \sin(30^\circ) = 24 \times 0.5 = 12\,cm^2 \quad [\text{Option a}].
    • Q25: Trapezium area 384 cm2384\,cm^2, sides ratio 3:53 : 5, height 12 cm12\,cm. Smaller parallel side:     12(3x+5x)(12)=384  ⟹  48x=384  ⟹  x=8  ⟹  3x=24 cm[Option b]\frac{1}{2}(3x + 5x)(12) = 384 \implies 48x = 384 \implies x = 8 \implies 3x = 24\,cm \quad [\text{Option b}]
  • Subjective Area Computations:
    • Semicircular protractor perimeter 36 cm36\,cm:     r(π+2)=36  ⟹  r(227+2)=36  ⟹  r(367)=36  ⟹  r=7 cmr(\pi + 2) = 36 \implies r\left(\frac{22}{7} + 2\right) = 36 \implies r\left(\frac{36}{7}\right) = 36 \implies r = 7\,cmArea=12πr2=12×227×49=77 cm2\text{Area} = \frac{1}{2}\pi r^2 = \frac{1}{2} \times \frac{22}{7} \times 49 = 77\,cm^2
    • Minute hand of length 14 cm14\,cm sweeping for 5 min5\,min (α=30∘\alpha = 30^\circ):     Area=30∘360∘×227×142=112×616=51.33 cm2\text{Area} = \frac{30^\circ}{360^\circ} \times \frac{22}{7} \times 14^2 = \frac{1}{12} \times 616 = 51.33\,cm^2
    • Minor segment of circle radius 12 cm12\,cm, central angle 120∘120^\circ:     Area of sector=120∘360∘×3.14×144=150.72 cm2\text{Area of sector} = \frac{120^\circ}{360^\circ} \times 3.14 \times 144 = 150.72\,cm^2Area of triangle=12r2sin⁡(120∘)=12×144×32=36×1.73=62.28 cm2\text{Area of triangle} = \frac{1}{2} r^2 \sin(120^\circ) = \frac{1}{2} \times 144 \times \frac{\sqrt{3}}{2} = 36 \times 1.73 = 62.28\,cm^2Area of segment=150.72−62.28=88.44 cm2\text{Area of segment} = 150.72 - 62.28 = 88.44\,cm^2

MENSURATION OF SOLIDS: FORMULAE AND DEFINITIONS

  • Cuboid:
    • Definition: A solid bounded by six rectangular faces with adjacent faces perpendicular and opposite faces congruent.
    • Parameters: Length ll, breadth bb, height hh. Contains 12 edges and 8 vertices.
    • Formulae:
    • Total Surface Area: TSA=2(lb+bh+lh)TSA = 2(lb + bh + lh)
    • Volume: V=l×b×hV = l \times b \times h
    • Diagonal: D=l2+b2+h2D = \sqrt{l^2 + b^2 + h^2}
    • Lateral Surface Area (Area of 4 walls): LSA=2(l+b)h=Perimeter of base×heightLSA = 2(l + b)h = \text{Perimeter of base} \times \text{height}
  • Cube:
    • Definition: A cuboid where all edges are equal (l=b=h=al = b = h = a).
    • Formulae:
    • Total Surface Area: TSA=6a2TSA = 6a^2
    • Volume: V=a3V = a^3
    • Diagonal: D=3aD = \sqrt{3}a

Right Circular Cylinder and Hollow Cylinder

  • Right Circular Cylinder:
    • Definition: A solid generated by the revolution of a rectangle about one of its sides.
    • Formulae:
    • Curved Surface Area: CSA=2πrhCSA = 2\pi rh
    • Base Area (each end): Abase=πr2A_{\text{base}} = \pi r^2
    • Total Surface Area: TSA=2πrh+2πr2=2πr(h+r)TSA = 2\pi rh + 2\pi r^2 = 2\pi r(h + r)
    • Volume: V=πr2hV = \pi r^2 h
  • Hollow Cylinder:
    • Parameters: External radius RR, internal radius rr, height hh.
    • Formulae:
    • Volume of Material: V=πh(R2−r2)V = \pi h(R^2 - r^2)
    • Curved Surface Area: CSA=2πRh+2πrh=2πh(R+r)CSA = 2\pi Rh + 2\pi rh = 2\pi h(R + r)
    • Total Surface Area: TSA=2πh(R+r)+2π(R2−r2)=2π(R+r)[h+R−r]TSA = 2\pi h(R + r) + 2\pi(R^2 - r^2) = 2\pi(R + r)[h + R - r]

Cone and Frustum of a Cone

  • Right Circular Cone:
    • Definition: Solid generated by rotating a right-angled triangle about one of its perpendicular sides.
    • Parameters: Base radius rr, height hh, slant height l=r2+h2l = \sqrt{r^2 + h^2}.
    • Formulae:
    • Volume: V=13πr2hV = \frac{1}{3}\pi r^2 h
    • Curved Surface Area: CSA=πrlCSA = \pi rl
    • Total Surface Area: TSA=πrl+πr2=πr(l+r)TSA = \pi rl + \pi r^2 = \pi r(l + r)
  • Frustum of a Cone:
    • Definition: The remaining portion of a cone when a smaller cone of the same vertex is cut off parallel to the base.
    • Parameters: Height hh, top circular radius aa, bottom circular radius bb, slant height ll.
    • Formulae:
    • Volume: V=πh3(a2+b2+ab)V = \frac{\pi h}{3}(a^2 + b^2 + ab)
    • Curved Surface Area: CSA=πl(a+b)CSA = \pi l(a + b)
  • Sphere:
    • Definition: The locus of all points in space equidistant from a fixed centre point.
    • Formulae:
    • Volume: V=43πr3V = \frac{4}{3}\pi r^3
    • Surface Area: S=4πr2S = 4\pi r^2
  • Hemisphere:
    • Definition: Half of a sphere formed by a plane passing through the centre.
    • Formulae:
    • Volume: V=23πr3V = \frac{2}{3}\pi r^3
    • Curved Surface Area: CSA=2πr2CSA = 2\pi r^2
    • Total Surface Area: TSA=2πr2+πr2=3πr2TSA = 2\pi r^2 + \pi r^2 = 3\pi r^2

SOLIDS MENSURATION: WORKED EXAMPLES AND MULTIPLE CHOICE QUESTIONS

  • Solid Geometry Worked Illustrations:
    • Cylinder Dimension Analysis: Cylinder radius r=7 cmr = 7\,cm, height h=75 cmh = 75\,cm.     CSA=2πrh=2×227×7×75=3300 cm2CSA = 2\pi rh = 2 \times \frac{22}{7} \times 7 \times 75 = 3300\,cm^2TSA=2πr(h+r)=44×82=3608 cm2TSA = 2\pi r(h + r) = 44 \times 82 = 3608\,cm^2V=πr2h=227×49×75=11550 cm3V = \pi r^2 h = \frac{22}{7} \times 49 \times 75 = 11550\,cm^3
    • Hollow Pipe Material: Inner radius r=9 cmr = 9\,cm, outer radius R=12 cmR = 12\,cm, length h=28 cmh = 28\,cm.     V=πh(R2−r2)=227×28×(144−81)=88×63=5544 cm3V = \pi h(R^2 - r^2) = \frac{22}{7} \times 28 \times (144 - 81) = 88 \times 63 = 5544\,cm^3CSA=2πh(R+r)=2×227×28×21=3696 cm2CSA = 2\pi h(R + r) = 2 \times \frac{22}{7} \times 28 \times 21 = 3696\,cm^2TSA=2π(R+r)[h+R−r]=2×227×21×[28+12−9]=132×31=4092 cm2TSA = 2\pi(R + r)[h + R - r] = 2 \times \frac{22}{7} \times 21 \times [28 + 12 - 9] = 132 \times 31 = 4092\,cm^2
    • Cone Measurements: Cone with height h=48 cmh = 48\,cm, base radius r=14 cmr = 14\,cm.     l=482+142=2304+196=2500=50 cml = \sqrt{48^2 + 14^2} = \sqrt{2304 + 196} = \sqrt{2500} = 50\,cmV=13×227×14×14×48=9856 cm3V = \frac{1}{3} \times \frac{22}{7} \times 14 \times 14 \times 48 = 9856\,cm^3CSA=πrl=227×14×50=2200 cm2CSA = \pi rl = \frac{22}{7} \times 14 \times 50 = 2200\,cm^2TSA=πr(l+r)=227×14×(50+14)=44×64=2816 cm2TSA = \pi r(l + r) = \frac{22}{7} \times 14 \times (50 + 14) = 44 \times 64 = 2816\,cm^2
    • Sphere Volume from Surface Area: Sphere with surface area 1386 cm21386\,cm^2.     4πr2=1386  ⟹  4×227r2=1386  ⟹  r2=1386×788=110.25  ⟹  r=10.5 cm4\pi r^2 = 1386 \implies 4 \times \frac{22}{7} r^2 = 1386 \implies r^2 = \frac{1386 \times 7}{88} = 110.25 \implies r = 10.5\,cmV=43πr3=43×227×(10.5)3=4851 cm3V = \frac{4}{3}\pi r^3 = \frac{4}{3} \times \frac{22}{7} \times (10.5)^3 = 4851\,cm^3
  • Solids Exercise-I Multiple Choice Problems:
    • Q1: Cube total surface area is 96 cm296\,cm^2. Side a=966=4 cma = \sqrt{\frac{96}{6}} = 4\,cm. Volume =43=64 cm3[Option b]= 4^3 = 64\,cm^3 \quad [\text{Option b}].
    • Q2: Cube lateral surface area is 256 m2256\,m^2. Side a=2564=8 ma = \sqrt{\frac{256}{4}} = 8\,m. Volume =83=512 m3[Option a]= 8^3 = 512\,m^3 \quad [\text{Option a}].
    • Q3: Cube of side 4 cm4\,cm. Difference between TSA and LSA =6a2−4a2=2a2=2(16)=32 cm2[Option a]= 6a^2 - 4a^2 = 2a^2 = 2(16) = 32\,cm^2 \quad [\text{Option a}].
    • Q4: Cube diagonal is 83 cm8\sqrt{3}\,cm. Edge a=8 cma = 8\,cm. Volume =83=512 cm3[Option a]= 8^3 = 512\,cm^3 \quad [\text{Option a}].
    • Q5: Number of planks measuring 5 m×25 cm×10 cm5\,m \times 25\,cm \times 10\,cm in a pit 20 m×6 m×80 cm20\,m \times 6\,m \times 80\,cm:     N=20×6×0.85×0.25×0.10=960.125=768[Option c]N = \frac{20 \times 6 \times 0.8}{5 \times 0.25 \times 0.10} = \frac{96}{0.125} = 768 \quad [\text{Option c}]
    • Q6: Number of 6 m6\,m cubes from cuboid 18 m×12 m×9 m18\,m \times 12\,m \times 9\,m:     N=18×12×96×6×6=3×2×1.5=9[Option a]N = \frac{18 \times 12 \times 9}{6 \times 6 \times 6} = 3 \times 2 \times 1.5 = 9 \quad [\text{Option a}]
    • Q7: Excavated earth from pit 30 m×15 m×12 m=5400 m330\,m \times 15\,m \times 12\,m = 5400\,m^3. Rounds in carrier carrying 540 m3540\,m^3:     N=5400540=10[Option b]N = \frac{5400}{540} = 10 \quad [\text{Option b}]
    • Q8: Granary of size 15 m×12 m×9 m=1620 m315\,m \times 12\,m \times 9\,m = 1620\,m^3. Capacity in bags of 0.48 m30.48\,m^3:     N=16200.48=3375[Option d]N = \frac{1620}{0.48} = 3375 \quad [\text{Option d}]
    • Q9: Cuboid 30 cm×30 cm×42.6 cm30\,cm \times 30\,cm \times 42.6\,cm converted to 3 cm3\,cm cubes:     N=30×30×42.627=1420[Option c]N = \frac{30 \times 30 \times 42.6}{27} = 1420 \quad [\text{Option c}]
    • Q10: Cylinder volume 2310 cm32310\,cm^3, base radius 7 cm7\,cm. Height:     h=2310227×49=2310154=15 cm[Option c]h = \frac{2310}{\frac{22}{7} \times 49} = \frac{2310}{154} = 15\,cm \quad [\text{Option c}]
    • Q23: Sphere diameter 42 cm42\,cm (r=21 cmr = 21\,cm). Volume:     V=43×227×213=38808 cm3[Option d]V = \frac{4}{3} \times \frac{22}{7} \times 21^3 = 38808\,cm^3 \quad [\text{Option d}]
    • Q25: Sphere volume numerically equal to surface area:     43πr3=4πr2  ⟹  r=3  ⟹  Diameter=6 units[Option a]\frac{4}{3}\pi r^3 = 4\pi r^2 \implies r = 3 \implies \text{Diameter} = 6\,\text{units} \quad [\text{Option a}]
    • Q28: Spherical shotput surface area is 616 cm2616\,cm^2. Diameter:     4πr2=616  ⟹  4×227r2=616  ⟹  r2=49  ⟹  r=7 cm  ⟹  d=14 cm[Option b]4\pi r^2 = 616 \implies 4 \times \frac{22}{7} r^2 = 616 \implies r^2 = 49 \implies r = 7\,cm \implies d = 14\,cm \quad [\text{Option b}]
    • Q29: Sphere with radius 2r2r. Volume:     V=43π(2r)3=323πr3[Option c]V = \frac{4}{3}\pi (2r)^3 = \frac{32}{3}\pi r^3 \quad [\text{Option c}]
    • Q32: Cone slant height 25 cm25\,cm, radius 7 cm7\,cm. Vertical height:     h=252−72=625−49=24 cm[Option b]h = \sqrt{25^2 - 7^2} = \sqrt{625 - 49} = 24\,cm \quad [\text{Option b}]
    • Q37: Cones radii ratio 3:13 : 1, heights ratio 1:31 : 3. Volumes ratio:     V1V2=r12h1r22h2=(31)2(13)=93=3:1[Option d]\frac{V_1}{V_2} = \frac{r_1^2 h_1}{r_2^2 h_2} = \left(\frac{3}{1}\right)^2 \left(\frac{1}{3}\right) = \frac{9}{3} = 3 : 1 \quad [\text{Option d}]
    • Q46: Conical tent height 9 m9\,m, base circumference 44 m44\,m (r=7 mr = 7\,m). Volume of air:     V=13×227×49×9=462 m3[Option d]V = \frac{1}{3} \times \frac{22}{7} \times 49 \times 9 = 462\,m^3 \quad [\text{Option d}]
    • Q53: Sphere surface area is 1386 cm21386\,cm^2. Total surface area of hemisphere of same radius:     TSA=3πr2=34(4πr2)=34(1386)=1039.5 cm2[Option b]TSA = 3\pi r^2 = \frac{3}{4}(4\pi r^2) = \frac{3}{4}(1386) = 1039.5\,cm^2 \quad [\text{Option b}]
    • Q54: Spherical lead bullets diameter 5 dm5\,dm (0.5 m0.5\,m, r=0.25 mr = 0.25\,m) from block 11 m×10 m×5 m=550 m311\,m \times 10\,m \times 5\,m = 550\,m^3:     Vbullet=43×227×(14)3=883×7×64=11168 m3V_{\text{bullet}} = \frac{4}{3} \times \frac{22}{7} \times \left(\frac{1}{4}\right)^3 = \frac{88}{3 \times 7 \times 64} = \frac{11}{168}\,m^3N=55011168=50×168=8400[Option a]N = \frac{550}{\frac{11}{168}} = 50 \times 168 = 8400 \quad [\text{Option a}]

SOLIDS MENSURATION: COMPREHENSIVE SUBJECTIVE PROBLEMS

  • Brick Wall Construction:
    • Wall dimensions: 6 m×5 m×0.5 m=15 m3=15000000 cm36\,m \times 5\,m \times 0.5\,m = 15\,m^3 = 15000000\,cm^3.
    • Mortar occupies 120\frac{1}{20} of wall volume, so bricks occupy 1920\frac{19}{20} of wall volume:     Vbricks=1920×15000000=14250000 cm3V_{\text{bricks}} = \frac{19}{20} \times 15000000 = 14250000\,cm^3
    • Each brick volume =25×12.5×7.5=2343.75 cm3= 25 \times 12.5 \times 7.5 = 2343.75\,cm^3.
    • Number of bricks N=142500002343.75=6080N = \frac{14250000}{2343.75} = 6080.
  • Recasting Hollow Spherical Shell into Solid Cylinder:
    • Spherical shell radii: inner r1=3 cmr_1 = 3\,cm, outer r2=5 cmr_2 = 5\,cm.     V=43π(53−33)=43π(125−27)=43π(98)=3923π cm3V = \frac{4}{3}\pi (5^3 - 3^3) = \frac{4}{3}\pi (125 - 27) = \frac{4}{3}\pi (98) = \frac{392}{3}\pi\,cm^3
    • Recast cylinder has height h=223=83 cmh = 2\frac{2}{3} = \frac{8}{3}\,cm.     πr2h=3923π  ⟹  r2(83)=3923  ⟹  8r2=392  ⟹  r2=49  ⟹  r=7 cm\pi r^2 h = \frac{392}{3}\pi \implies r^2 \left(\frac{8}{3}\right) = \frac{392}{3} \implies 8r^2 = 392 \implies r^2 = 49 \implies r = 7\,cm
    • Cylinder diameter =2r=14 cm= 2r = 14\,cm.
  • Well Digging and Circular Embankment:
    • Well diameter 10 m10\,m (r=5 mr = 5\,m), depth h=14 mh = 14\,m.     Vearth=π(5)2(14)=350π m3V_{\text{earth}} = \pi (5)^2 (14) = 350\pi\,m^3
    • Embankment width =5 m= 5\,m, inner radius r1=5 mr_1 = 5\,m, outer radius r2=5+5=10 mr_2 = 5 + 5 = 10\,m.     Area of embankment ring=π(102−52)=75π m2\text{Area of embankment ring} = \pi (10^2 - 5^2) = 75\pi\,m^2Height of embankment=350π75π=143=4.67 m\text{Height of embankment} = \frac{350\pi}{75\pi} = \frac{14}{3} = 4.67\,m
  • Frustum Milk Container and Cost Analysis:
    • Frustum dimensions: height h=16 cmh = 16\,cm, r1=8 cmr_1 = 8\,cm, r2=20 cmr_2 = 20\,cm.     V=π×163(202+82+20×8)=16π3(400+64+160)=16π3(624)=3328π cm3V = \frac{\pi \times 16}{3} (20^2 + 8^2 + 20 \times 8) = \frac{16\pi}{3} (400 + 64 + 160) = \frac{16\pi}{3} (624) = 3328\pi\,cm^3V=3328×3.1416=10459.4 cm3≈10.46 litresV = 3328 \times 3.1416 = 10459.4\,cm^3 \approx 10.46\,\text{litres}
    • Cost of milk at Rs. 15/litre=10.46×15=Rs. 156.90Rs.\,15/\text{litre} = 10.46 \times 15 = Rs.\,156.90.
    • Slant height: l=h2+(r2−r1)2=162+122=20 cml = \sqrt{h^2 + (r_2 - r_1)^2} = \sqrt{16^2 + 12^2} = 20\,cm.
    • Surface area of metal sheet (open top) =πl(r1+r2)+πr12=π[20(28)+64]=624π≈1959.36 cm2= \pi l (r_1 + r_2) + \pi r_1^2 = \pi [20(28) + 64] = 624\pi \approx 1959.36\,cm^2.
    • Cost of sheet at Rs. 5 per 100 cm2=1959.36100×5=Rs. 97.97Rs.\,5 \text{ per } 100\,cm^2 = \frac{1959.36}{100} \times 5 = Rs.\,97.97.
  • Sum of Face Perimeters and Diagonal of a Cuboid:
    • Sum of perimeters of all 6 faces =4(l+b)+4(b+h)+4(l+h)=8(l+b+h)=176 cm= 4(l + b) + 4(b + h) + 4(l + h) = 8(l + b + h) = 176\,cm.     l+b+h=1768=22 cml + b + h = \frac{176}{8} = 22\,cm
    • Diagonal length =l2+b2+h2=12 cm  ⟹  l2+b2+h2=144= \sqrt{l^2 + b^2 + h^2} = 12\,cm \implies l^2 + b^2 + h^2 = 144.
    • Surface Area of cuboid:     2(lb+bh+lh)=(l+b+h)2−(l2+b2+h2)=222−144=484−144=340 cm22(lb + bh + lh) = (l + b + h)^2 - (l^2 + b^2 + h^2) = 22^2 - 144 = 484 - 144 = 340\,cm^2
  • Water Flow through Cylindrical Pipe into Rectangular Tank:
    • Pipe diameter 28 cm28\,cm (r=14 cm=0.14 mr = 14\,cm = 0.14\,m). Flow speed =8 km/h=8000 m/h= 8\,km/h = 8000\,m/h.
    • Rate of water volume delivery per hour:     Vflow=πr2v=227×(0.14)2×8000=227×0.0196×8000=492.8 m3/hV_{\text{flow}} = \pi r^2 v = \frac{22}{7} \times (0.14)^2 \times 8000 = \frac{22}{7} \times 0.0196 \times 8000 = 492.8\,m^3/h
    • Tank volume =22 m×16 m×14 m=4928 m3= 22\,m \times 16\,m \times 14\,m = 4928\,m^3.
    • Time required to fill the tank:     t=4928492.8=10 hourst = \frac{4928}{492.8} = 10\,\text{hours}
  • Cone Dropped into Cylindrical Vessel:
    • Cone diameter 8.9 cm8.9\,cm (r=4.45 cmr = 4.45\,cm) and vertical height 21 cm21\,cm.     Vcone=13π(4.45)2(21)=7π(19.8025)=138.6175π cm3V_{\text{cone}} = \frac{1}{3}\pi (4.45)^2 (21) = 7\pi (19.8025) = 138.6175\pi\,cm^3
    • Cylindrical vessel diameter 12 cm12\,cm (R=6 cmR = 6\,cm), base area =πR2=36π cm2= \pi R^2 = 36\pi\,cm^2.
    • Rise in water level:     h=VconeπR2=138.6175π36π≈3.85 cmh = \frac{V_{\text{cone}}}{\pi R^2} = \frac{138.6175\pi}{36\pi} \approx 3.85\,cm
  • Melting Sphere into Smaller Spheres:
    • Smaller sphere radius r=14Rr = \frac{1}{4}R.
    • Number of balls N=R3r3=43=64N = \frac{R^3}{r^3} = 4^3 = 64.
    • Total surface area of 64 balls compared to original:     64×4πr24πR2=64×(14)2=64×116=4\frac{64 \times 4\pi r^2}{4\pi R^2} = 64 \times \left(\frac{1}{4}\right)^2 = 64 \times \frac{1}{16} = 4
    • The combined surface area of the smaller balls is 44 times that of the original sphere.