6.1. Draw the moment diagram for girder PQRST and column BGLQ ofthe building frame. All columns have the same cross-sectional area.N10 ft9 kFGH10 ft2. Determine the internal moment at A caused by the vertical loading.10 ftCE3. Draw completely the shear and moment diagramFisntisat-20-20 ft-4. Compute the maximum deflection for the beam loaded as shown.Figure 12 k/ft5 kN/mABCD18 ft15 ft+18 ft9 KN/mFigure 3400 lb400 lb160 Ib/ft100 Ib/ft10 ft5 ft5 ft3 ft6 ft+ 3 ftR1R2R4Figure 4Figure 2Diagnostic Exam

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Answered: 1. Draw the moment diagram for girder…

1. Draw the moment diagram for girder PQRST and column BGLQ of the building frame. All columns have the same cross-sectional area.

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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Concept explainers

Steel Framing

A steel frame consists of a skeleton frame structure comprising of horizontal I-beams and vertical steel columns fitted in a rectangular grid building construction to brace the floors, walls, and the roof of the building held onto the frame. Due to the implementation of this methodology, the construction of the skyscrapers was feasible.

Question

6.
1. Draw the moment diagram for girder PQRST and column BGLQ of
the building frame. All columns have the same cross-sectional area.
N
10 ft
9 k
F
G
H
10 ft
2. Determine the internal moment at A caused by the vertical loading.
10 ft
C
E
3. Draw completely the shear and moment diagram
Fisntisat-20
-20 ft-
4. Compute the maximum deflection for the beam loaded as shown.
Figure 1
2 k/ft
5 kN/m
A
B
C
D
18 ft
15 ft
+
18 ft
9 KN/m
Figure 3
400 lb
400 lb
160 Ib/ft
100 Ib/ft
10 ft
5 ft
5 ft
3 ft
6 ft
+ 3 ft
R1
R2
R4
Figure 4
Figure 2
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