1ST SEM COMPRE Structural Review Flashcards

A set of flashcards covering structural engineering problems including beam design, load calculations, and site-specific situational analysis from lecture notes.

Structural Load Parameters

Given: $MDL = 110\,\text{kN-m}$, $MLL = 65\,\text{kN-m}$, $MEQ = 50\,\text{kN-m}$, $\text{f'c} = 28\,\text{MPa}$, and $Fy = 415\,\text{MPa}$ using Load Combination: $1.32D$.

Bridge Crane Runway Girder

A $W$ shape girder on a simple span of $6\,\text{m}$.

Dam Forces

Forces acting per meter length of a dam: $F1 = 275\,\text{kN}$ and $F2 = 165\,\text{kN}$.

Continuous Beam FIG. RCD-001

Yields a design value of $h1 = 110\,\text{mm}$.

Rigid Bar AD

A bar with length $100\,\text{m}$ and regional dimensions: $L_{1} = 1.8$, $L_{2} = 1.2$, and $L_{3} = 1.8$.

Reaction at A

Determined to be $B. 93\,\text{kN}$ for a system with a uniform load of $10\,\text{kN/m}$ and a concentrated load of $18\,\text{kN}$.

Simply Supported Bar Load

A $50\,\text{mm}$ diameter bar used as a simply supported beam $3\,\text{m}$ long can support a largest uniformly distributed load of $690\,\text{N/m}$.

Wooden Pile Specifications

A wooden pile with a diameter of $100\,\text{mm}$ subjected to a load of $P = 75\,\text{kN}$.

Spread Footing Load

A footing with dimension $b = 10\,\text{m}$ carrying two column loads, including $P_{1} = 1200\,\text{kN}$.

Truss Purlin Span

A light-grade channel section used as a purlin on a simple span of $6\,\text{m}$.

Cantilever Retaining Wall Moment

A retaining wall $6\,\text{m}$ high with active pressure varying from zero to $52\,\text{kN/m}$ results in a moment of $124.8\,\text{kN-m}$.

Cable Tension Parameters

A system where the tension in the cable is $150\,\text{kN}$ with given lengths $L1 = 3\,\text{m}$, $L2 = 3\,\text{m}$, and $L3$.