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A 125 mm Column cross section C Column 1 Beam 1 8 m 600 mm 225 mm Beam cross section 5 m Column 2 Column 3 Column 1 Beam 1 Slab 1 Beam 1 Column 2 Slab 2 Beam 2 Beam 3 Column 2 5 m 5 m 5 m Column 3 Column 1 Beam 1 Half of slab 1 Half of slab 2 8 m

A 125 mm Column cross section C Column 1 Beam 1 8 m 600 mm 225 mm Beam cross section 5 m Column 2 Column 3 Column 1 Beam 1 Slab 1 Beam 1 Column 2 Slab 2 Beam 2 Beam 3 Column 2 5 m 5 m 5 m Column 3 Column 1 Beam 1 Half of slab 1 Half of slab 2 8 m

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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Estimate the loads applied on the Beam 1, including the load transferred from Slabs 1 and 2 (self-weight of slabs), the self-weight of Beam 1 and the water tank load. Note that the water tank load may be idealised as a point load. Please also note that there are also other types of loads, which should be considered for practical design, but for simplicity they are not considered here.

A 125 mm Column cross section C Column 1 Beam 1 8 m 600 mm 225 mm Beam cross section 5 m Column 2
Transcribed Image Text:A 125 mm Column cross section C Column 1 Beam 1 8 m 600 mm 225 mm Beam cross section 5 m Column 2
Column 3 Column 1 Beam 1 Slab 1 Beam 1 Column 2 Slab 2 Beam 2 Beam 3 Column 2 5 m 5 m 5 m Column 3 Column 1 Beam 1 Half of slab 1 Half of slab 2 8 m
Transcribed Image Text:Column 3 Column 1 Beam 1 Slab 1 Beam 1 Column 2 Slab 2 Beam 2 Beam 3 Column 2 5 m 5 m 5 m Column 3 Column 1 Beam 1 Half of slab 1 Half of slab 2 8 m
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