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tiiirm] is (see : A = Q/U = 30 / 2.5 = 12 (m. : P= A/ R, = 12/0.494 = 24.3 [m] = bh and P b + 2h, are : b = 23.1 [m] and h 0.52 [m] shear-stress criteria: 0.05 (ml is (see

tiiirm] is (see : A = Q/U = 30 / 2.5 = 12 (m. : P= A/ R, = 12/0.494 = 24.3 [m] = bh and P b + 2h, are : b = 23.1 [m] and h 0.52 [m] shear-stress criteria: 0.05 (ml is (see

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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: A= Q/U = 30 / 2.5 = 12 (m³] : P= A/ R = 12/0.494 = 24.3 [m] A = bh and P b + 2h, nel are : b = 23.1 [m] and h = 0.52 (m cal shear-stress criteria: 0.05 (m) is (see
Transcribed Image Text:: A= Q/U = 30 / 2.5 = 12 (m³] : P= A/ R = 12/0.494 = 24.3 [m] A = bh and P b + 2h, nel are : b = 23.1 [m] and h = 0.52 (m cal shear-stress criteria: 0.05 (m) is (see
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