Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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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.
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
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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- Dear Tutor, If you are not able to provide answer kindly skip. Don't say multiple /other vugus thing. Just skip. There are many Tutor who provide this Question answer very well. Provide STEP BY STEP DETAILS HANDWRITTEN SOLUTIONarrow_forwardLAlogo_badge The allowable shear stress is Tallow = 9 ksi. (Figure 1) Figure Part A V 1 in. vec Submit VO VD ΑΣΦΙΚΗ 1 in. 3 in. Determine the largest shear force V that the member can sustain. Express your answer in kilopounds to three significant figures. Request Answer 1 in. 3 in. S < 1 of 1 C ? ( kiparrow_forwardPlease show complete solutions.arrow_forward
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