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1. Refer to the floor framing shown in plan view. Determine the tributary area/ width and loadings, as well as the maximum moment and shear for beams and girder or maximum axial loadings for columns. C- Column B – Beam G- Girder Dead Load = 4 kPa Live Load = 1.9 kPa Find the following: Load effects Маx Structural Trib. Area/ width (m2) Max Shear Max Axial (KN) Factored Dead Moment Members Live Load loads load kN Load (KN – m) C-1 C-2 В-1 G-1 G-2 G-3

1. Refer to the floor framing shown in plan view. Determine the tributary area/ width and loadings, as well as the maximum moment and shear for beams and girder or maximum axial loadings for columns. C- Column B – Beam G- Girder Dead Load = 4 kPa Live Load = 1.9 kPa Find the following: Load effects Маx Structural Trib. Area/ width (m2) Max Shear Max Axial (KN) Factored Dead Moment Members Live Load loads load kN Load (KN – m) C-1 C-2 В-1 G-1 G-2 G-3

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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4m 2m ニー2 G-Z 3m Im ·6-1 KG-3 3m Im Im C-2
Transcribed Image Text:4m 2m ニー2 G-Z 3m Im ·6-1 KG-3 3m Im Im C-2
1. Refer to the floor framing shown in plan view. Determine the tributary area/ width and loadings, as well as the maximum moment and shear for beams and girder or maximum axial loadings for columns. C- Column B – Beam G- Girder Dead Load = 4 kPa Live Load = 1.9 kPa Find the following: Load effects Маx Structural Trib. Area/ width (m2) Max Shear Max Axial (KN) Factored Dead Moment Members Live Load loads load kN Load (kN – m) C-1 C-2 В-1 G-1 G-2 G-3
Transcribed Image Text:1. Refer to the floor framing shown in plan view. Determine the tributary area/ width and loadings, as well as the maximum moment and shear for beams and girder or maximum axial loadings for columns. C- Column B – Beam G- Girder Dead Load = 4 kPa Live Load = 1.9 kPa Find the following: Load effects Маx Structural Trib. Area/ width (m2) Max Shear Max Axial (KN) Factored Dead Moment Members Live Load loads load kN Load (kN – m) C-1 C-2 В-1 G-1 G-2 G-3
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