103 H.W :- the simply supported beam shown below carries the factored louded indicated. Using f'c = 20.7 N/mm ² and fy = 276 N/mm", design and detail the required. vertical stirrups W₁ = 100kN/m ₁Pu= lookN 700 Vc = d=630 $70 Vc = 126 + 350 Vudface of support = wuln, lu 2 100X6 + 10 = 350k 2 2 Sie bud 6 √ 2017 4 Vuo distanced from face. of support = 350 - wud Vud: 350-100x6+63 = 287kN * 350 KM x 350 X630 3m 3m * 6m (clear span) = 167.2KN 1000 Uc= 0.75X 167.2 = 125.4 KN 1/2 $ U² = 1/2 x 125.4 = 62.7 KN KN 5.F.D Sok

103 H.W :- the simply supported beam shown below carries the factored louded indicated. Using f'c = 20.7 N/mm ² and fy = 276 N/mm", design and detail the required. vertical stirrups W₁ = 100kN/m ₁Pu= lookN 700 Vc = d=630 $70 Vc = 126 + 350 Vudface of support = wuln, lu 2 100X6 + 10 = 350k 2 2 Sie bud 6 √ 2017 4 Vuo distanced from face. of support = 350 - wud Vud: 350-100x6+63 = 287kN * 350 KM x 350 X630 3m 3m * 6m (clear span) = 167.2KN 1000 Uc= 0.75X 167.2 = 125.4 KN 1/2 $ U² = 1/2 x 125.4 = 62.7 KN KN 5.F.D Sok

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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