Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Knowing that fy = 60, 000 psi, determine whether the beam shown below satisfy the ACI318-19 Code crack control provisions.
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- T'he pin is made of a material having a failure shear stress of Tail = 100 MPa. Determine the minimum required diameter of the pin to the nearest mm. Apply a factor of safety of F.S. = 2.5 against shear failure. %3D 80 kNarrow_forwardAnswer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 inarrow_forwardI saw this question solved before, both on Chegg and Bartleby and it was WRONG! Please,if you do not know how to solve DO NOT COPY the wrong solution.Thank you!arrow_forward
- Chapter 5, Reserve Problem 026 A solid aluminum [E = 70 GPa; a = 22.5 x 106/°C] rod (1) is connected to a solid bronze [E = 100 GPa; a = 16.9 x 106joc] rod (2)vat flange B as shown. Aluminum rod (1) has an outside diameter of 58 mm, and bronze rod (2) has an outside diameter of 110 mm. The bars are unstressed when the structure is assembled at 30°C. After the 300-kN load is applied to flange B, the temperature increases to 45°C. Determine the normal force in rod (1). 150 kN (2) (1) 150 kN 2.6 m O 40.1kN (C) O 62.2kN (C) O 54.0kN (C) O 49.0kN (C) O 74.3kN (C)arrow_forwardNote: ... HP12X53 Ag=15.5 in^2 rx = 5.04 in ry = 2.86 in 16' HP 12 x 53 A572 Grade 50 From Situation 1: c. Compute the Euler's Buckling load (kips) Round your answer to 3 decimal places. Add your answer From Situation 1: d. Governing Nominal Compressive strength based on AISC E3-2 or E3-3 (kips) Round your answer to 3 decimal places. Add your answerarrow_forwardNote: hand written solution should be avoided.arrow_forward
- R1-5. Determine the average punching shear stress the circular shaft creates in the metal plate through section AC and BD. Also, what is the average bearing stress developed on the surface of the plate under the shaft? C 40 KN -50 mm- -60 mm- -120 mm B D $10 mmarrow_forwardNeed help with this question please, using CSA standardsarrow_forward
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