Determine the bending stress (in Pa) at the top of the beam at point C for the beam shown belowif P = 1876 N, T = 4945 Nm, a = 0.91 m, b = 1.13 m, c = 0.83 m, w = 39 mm, and h = 88 mm. Round off the final answer to one decimal place. P W T + A h B ka b C с ļ D

Determine the bending stress (in Pa) at the top of the beam at point C for the beam shown belowif P = 1876 N, T = 4945 Nm, a = 0.91 m, b = 1.13 m, c = 0.83 m, w = 39 mm, and h = 88 mm. Round off the final answer to one decimal place. P W T + A h B ka b C с ļ D

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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Pressure and Stress

Question

Determine the bending stress (in Pa) at the top of the beam at point C for the beam shown belowif P =
1876 N, T = 4945 Nm, a = 0.91 m, b = 1.13 m, c = 0.83 m, w = 39 mm, and h = 88 mm. Round off the final
answer to one decimal place.
P
W
T
+
A
h
B
ka
b
C
с
ļ
D

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3. An ASTM A36 structural steel beam 5.00 m long is placed between two rigid supports. When the temperature is 20°C, there is no stress in the bar. Compute the stress developed in the beam if the temperature rises to 45°C. Assume that the proportional limit is 235 MPa. a = 11.7 x 10-6 1/C° E = 207 GPa 4. In question 3, assume that the bar is free to elongate or shorten, calculate the change in the length of the bar if the temperature drops from 20°C to -20°C.
Practice 2 A fixed ended steel beam 8m long carries a uniform load 20kN/m and an axial tensile force of 200KN. The properties of steel section is as follows: A = 7800 mm? d = 324 mm Ix = 140x10 mm ly = 16x10 mmt What is the axial stress of the beam, in MPa. What is the actual bending stress in the beam due to uniform load alone acting on the beam, in MPa. -. What is the interaction value if Fb = 210 MPa and Ft = 100 MPa? answer key а.)25.64 Мра b.) 123.43 Мра c.) 0.844
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