Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 13, Problem 6P
To determine
Find the reactions and sketch the shear and bending moment diagrams for the given beam using method of consistent deformation.
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no chatgpt, show solution. thx^^
P
20 mm
15 mm
100 mm
200 mm
100 mm
15 mm
-450.0 mm-
-300.0 mm
300.0 mm
-300.0 mm
-450.0 mm-
300.0 mm
The butt connection shows 8-24mm bolts. Spacing and dimensions are shown in figure
PSAD-020. The plate is made of A36 steel.
Allowable tensile stress on gross area = 0.6Fy
Allowable tensile stress on net area = 0.5Fu
Allowable shear stress on net area = 0.3Fu
Bolt hole diameter = 26mm
Determine the allowable tensile load P based on net area rupture.
Determine the allowable tensile load P based on gross area yielding.
Determine the allowable tensile load P based on block shear strength.
P
300 mm
P
75 mm
-75 mm
P
I
75 mm
100 mm
-125 mm
Shown in figure PSAD-022 is a splice connection made of 8-22mm A325 bolts and a PL
300 x 12 mm made of A36 steel, connected back-to-back. The connection joins together
two A992 W410X67 (Fy = 50 ksi, Fu = 65 ksi) carrying a tension load P. Assume U =
0.70. Ignore bolt shear failure.
Determine the design capacity of the connection based on yielding of the plate.
Determine the design capacity of the section based on yielding of the wide flange section.
Determine the design capacity of the section based on rupture of the plate.
Determine the design capacity of the section based on block shear of the plate.
Chapter 13 Solutions
Structural Analysis, Si Edition (mindtap Course List)
Ch. 13 - Prob. 1PCh. 13 - Prob. 2PCh. 13 - Prob. 3PCh. 13 - Prob. 4PCh. 13 - Prob. 5PCh. 13 - Prob. 6PCh. 13 - Prob. 7PCh. 13 - Prob. 8PCh. 13 - Prob. 9PCh. 13 - Prob. 10P
Ch. 13 - Prob. 11PCh. 13 - Prob. 12PCh. 13 - Prob. 13PCh. 13 - Prob. 14PCh. 13 - Prob. 15PCh. 13 - Prob. 16PCh. 13 - Prob. 17PCh. 13 - Prob. 18PCh. 13 - Prob. 19PCh. 13 - Prob. 20PCh. 13 - Prob. 21PCh. 13 - Prob. 22PCh. 13 - Prob. 23PCh. 13 - Prob. 24PCh. 13 - Prob. 25PCh. 13 - Prob. 26PCh. 13 - Prob. 27PCh. 13 - Prob. 28PCh. 13 - Prob. 29PCh. 13 - Prob. 30PCh. 13 - Prob. 31PCh. 13 - Prob. 32PCh. 13 - Prob. 33PCh. 13 - Prob. 34PCh. 13 - Prob. 35PCh. 13 - Prob. 36PCh. 13 - Prob. 37PCh. 13 - Prob. 38PCh. 13 - Prob. 39PCh. 13 - Prob. 41PCh. 13 - Prob. 42PCh. 13 - Prob. 43PCh. 13 - Prob. 44PCh. 13 - Prob. 45PCh. 13 - Prob. 46PCh. 13 - Prob. 47PCh. 13 - Prob. 48PCh. 13 - Prob. 49PCh. 13 - Prob. 50PCh. 13 - Prob. 51PCh. 13 - Prob. 52PCh. 13 - Prob. 53PCh. 13 - Prob. 54PCh. 13 - Prob. 55PCh. 13 - Prob. 56PCh. 13 - Prob. 57PCh. 13 - Prob. 58PCh. 13 - Prob. 59PCh. 13 - Prob. 60PCh. 13 - Prob. 61P
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