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Q1. Given: f'c= 24MPa fy= 420MPa Design the beam for the maximum ultimate shear force. Beam width, b= 500mm Beam thickness, h= 900mm Beam effective depth, d= 810mm Support (column) width= 500mm 724.6 Wu-131.75kN/m 11.00m STRUCTURAL MODEL SHEAR DIAGRAM (KN) 724.6

Q1. Given: f'c= 24MPa fy= 420MPa Design the beam for the maximum ultimate shear force. Beam width, b= 500mm Beam thickness, h= 900mm Beam effective depth, d= 810mm Support (column) width= 500mm 724.6 Wu-131.75kN/m 11.00m STRUCTURAL MODEL SHEAR DIAGRAM (KN) 724.6

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q1. Given: f'c= 24MPa fy= 420MPa Design the beam for the maximum ultimate shear force. Beam width, b= 500mm Beam thickness, h= 900mm Beam effective depth, d= 810mm Support (column) width= 500mm 724.6 Wu-131.75kN/m 11.00m STRUCTURAL MODEL SHEAR DIAGRAM (KN) 724.6
Transcribed Image Text:Q1. Given: f'c= 24MPa fy= 420MPa Design the beam for the maximum ultimate shear force. Beam width, b= 500mm Beam thickness, h= 900mm Beam effective depth, d= 810mm Support (column) width= 500mm 724.6 Wu-131.75kN/m 11.00m STRUCTURAL MODEL SHEAR DIAGRAM (KN) 724.6
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