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he e ructure e elow is subjected to a uniformly distributed live load of 4.8 kPa. The members are at weighs 23.5 kN/m³. 2.0m 2.0m 2.0m 5.0m Member size: 4.0m B1-1a GE-1 m m GI-1 BI-1 N 2.0m 2.0m X open 4. GE-1 and V are 300mm x 450mm 5. CE-1 and Cl-1 are 500mm x500mm Romu CI-1 2.0m ↓ 1. Slab is 100mm thick 2. BI-1, BI-2, m, Z, K, and N are 300mm x 400mm 3. GI-1 is 350mm x 500mm 2.0m B1-2 R BI-2 2.0m K N 6.0m o CE-1 R V 6.0m 2.50m 2.50m

he e ructure e elow is subjected to a uniformly distributed live load of 4.8 kPa. The members are at weighs 23.5 kN/m³. 2.0m 2.0m 2.0m 5.0m Member size: 4.0m B1-1a GE-1 m m GI-1 BI-1 N 2.0m 2.0m X open 4. GE-1 and V are 300mm x 450mm 5. CE-1 and Cl-1 are 500mm x500mm Romu CI-1 2.0m ↓ 1. Slab is 100mm thick 2. BI-1, BI-2, m, Z, K, and N are 300mm x 400mm 3. GI-1 is 350mm x 500mm 2.0m B1-2 R BI-2 2.0m K N 6.0m o CE-1 R V 6.0m 2.50m 2.50m

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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The floor system below is subjected to a uniformly distributed live load of 4.8 kN. The members are made of concrete that weighs 23.5 kN/m?. Required: The live load and dead load reactions for members GE-1, BI-1, and load on column CE-1. STRUCTURAL THEORY
he e ructure e elow is subjected to a uniformly distributed live load of 4.8 kPa. The members are at weighs 23.5 kN/m³. 2.0m 2.0m 2.0m 5.0m Member size: 4.0m B1-1a GE-1 m m GI-1 BI-1 N 2.0m 2.0m X open CI-1 2.0m ↓ 1. Slab is 100mm thick 2. BI-1, BI-2, m, Z, K, and N are 300mm x 400mm 3. GI-1 is 350mm x 500mm 4. GE-1 and V are 300mm x 450mm 5. CE-1 and Cl-1 are 500mm x500mm Requi 2.0m B1-2 R BI-2 2.0m K N 6.0m Ơ CE-1 R V 6.0m 2.50m 2.50m
Transcribed Image Text:he e ructure e elow is subjected to a uniformly distributed live load of 4.8 kPa. The members are at weighs 23.5 kN/m³. 2.0m 2.0m 2.0m 5.0m Member size: 4.0m B1-1a GE-1 m m GI-1 BI-1 N 2.0m 2.0m X open CI-1 2.0m ↓ 1. Slab is 100mm thick 2. BI-1, BI-2, m, Z, K, and N are 300mm x 400mm 3. GI-1 is 350mm x 500mm 4. GE-1 and V are 300mm x 450mm 5. CE-1 and Cl-1 are 500mm x500mm Requi 2.0m B1-2 R BI-2 2.0m K N 6.0m Ơ CE-1 R V 6.0m 2.50m 2.50m
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