#1.4Determine the maximum tensile and compressive bending stresses in the beam shown 1.3141.51.22 KN10 KN68-1.0 m-46/4 kN/m38 kip-ft6mB1500 lb4016 KNFIG. PS.354500 lb-ftD-68-38--1.2 m-NA1-50 inNAEC.1-30x10 mmNA/ 100 x 10 mmNA-I=96 in.130 mm200 mm6 mm.T8 in.2 in40-90-40Dimensions in mm2.5 in.120

To Determine Maximum Tensile and Compressive Bending Stress.

Answered: 1.5 64 115001% 4500 lb-ft D 683 1E T…

Engineering

Civil Engineering

1.5 64 115001% 4500 lb-ft D 683 1E T NA- I=96 in." 2.5 in Sin

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

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

#1.4

Determine the maximum tensile and compressive bending stresses in the beam shown

1.3
14
1.5
1.2
2 KN
10 KN
68
-1.0 m-
46/
4 kN/m
38 kip-ft
6m
B
1500 lb
40
16 KN
FIG. PS.35
4500 lb-ft
D
-68-38-
-1.2 m-
NA
1-50 in
NA
E
C.
1-30x10 mm
NA
/ 100 x 10 mm
NA-
I=96 in.
130 mm
200 mm
6 mm.
T
8 in.
2 in
40-90-40
Dimensions in mm
2.5 in.
120

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