PSAD SITUATION 135: Load Analysis (One-way Distribution and Pattern Loadings) | CELE November 2022
Автор: Engr. Harf Miranda (Sir Harf Engineering Tutorial)
Загружено: 2025-10-07
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CELE Past Board Exam Problem
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SITUATION: Beams supporting the slab panels are 300 mm wide and 400 mm depth (b x h). The columns supporting the beams are 400 mm square.
Given:
Total DL = 5.8 kPa
LL = 4.8 kPa
Required strength, U = 1.2DL + 1.6LL
S = 2.5 m
L = 6 m
b = 300 mm
t = 100 mm
h = 400 mm
Apply live load pattern loading
1. Determine the moment (kN-m) at joint L of beam KL.
A. 160.33 C. 158.78
B. 145.25 D. 150.38
2. Determine the reaction (kN) at N.
A. 268 C. 260
B. 198 D. 251
3. Determine the shear (kN) at L of beam KL.
A. 181.21 C. 134.79
B. 174.35 D. 136.15
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