Singly Reinforced Beam | Irregular Section (Triangular Beam)
Автор: Engr. Clidez
Загружено: 2026-02-05
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For the beam shown, fc'=27MPa, fy=270MPa, steel cover to centroid of bars = 100mm. As=4-32mm diameter bars.
1. Determine the depth of the compression block.
2. What is the compressive strength of concrete?
3. What is the nominal moment capacity of the beam?
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