Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Textbook Question
Chapter 7, Problem 7.8.2P
Determine the adequacy of the hanger connection in Figure P7.8-2
Account for prying action.
a. Use LRFD.
b. Use ASD.
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Solve by using ASD.
6. Member BC in the truss
below is a 300 mm wide, 10
mm thick steel plate attached
to two other 12 mm plates at
Joint C by three 24mmp A490N bolts. The plate is A36. Determine the safe load Pu
using LRFD that the truss can resist according to the capacity of the connection.
15
15
с
1.5
3P.
+
D
1.5
80 mm
70 mm
70 mm
80 mm
Fac
7. Repeat Problem 6 using 30mm A325-N bolts and A-50 steel. Use ASD.
50 mm
Fac
The figure shows a roof truss and the detail of the connection at joint G. Members BG and CG are angle sections with the thicknesses shown in the The working stresses are 70 MPa for shear in the rivets and 140 MPa for bearing stress due to the rivets. How many 25-mm-diameter rivets are required to fasten the following members to the gusset plate: (a) BG; and (b) CG?
Chapter 7 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 7 - Prob. 7.3.1PCh. 7 - Prob. 7.3.2PCh. 7 - Prob. 7.4.1PCh. 7 - Prob. 7.4.2PCh. 7 - Prob. 7.4.3PCh. 7 - Prob. 7.4.4PCh. 7 - Prob. 7.4.5PCh. 7 - Prob. 7.4.6PCh. 7 - Prob. 7.6.1PCh. 7 - Prob. 7.6.2P
Ch. 7 - Prob. 7.6.3PCh. 7 - Prob. 7.6.4PCh. 7 - Prob. 7.6.5PCh. 7 - Prob. 7.6.6PCh. 7 - Prob. 7.7.1PCh. 7 - Prob. 7.7.2PCh. 7 - Prob. 7.7.3PCh. 7 - Prob. 7.8.1PCh. 7 - Determine the adequacy of the hanger connection in...Ch. 7 - Prob. 7.9.1PCh. 7 - Prob. 7.9.2PCh. 7 - Prob. 7.9.3PCh. 7 - Prob. 7.9.4PCh. 7 - Prob. 7.9.5PCh. 7 - Prob. 7.11.1PCh. 7 - Prob. 7.11.2PCh. 7 - Prob. 7.11.3PCh. 7 - Prob. 7.11.4PCh. 7 - Prob. 7.11.5PCh. 7 - Prob. 7.11.6PCh. 7 - Prob. 7.11.7PCh. 7 - Prob. 7.11.8PCh. 7 - Prob. 7.11.9PCh. 7 - Prob. 7.11.10P
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- 1. An angle ISA 150 x 75 x 10 mm thick, steel tension member is connected by its long leg to a 10 mm gussset plate. Use 6 mm fillet weld on the toe and the back. Take the allowable unit shearing stress for weld metal 112.5 N/mm². In the welded joint find the force taken by the weld on the back. tion:arrow_forwardI need the answer as soon as possiblearrow_forwardDetermine the adequacy of the hanger connection in Figure Account for prying action. a. Use LRFD. b. Use ASD.arrow_forward
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- 7. The bracket shown is welded on one side of a steel column with 800mm of 6mm fillet weld. Determine the maximum shear stress on the weld. If the allowable stress si 400 MPa what is the allowable load that the connection can carry? 44 kN 300 mm F.W. ON NEAR SIDE F.W. ON FAR SIDE F.W. ON FAR SIDE F.W. ON NEAR SIDE 200 mm 200 mmarrow_forwardDetermine the moment of the forces acting on the structure about point A. THIS IS AN EXAM. DO 90N DUPLICATE OR SI THIS IS AN EXAM. DONDUPLICATE OR SI THIS IS AN EXAM OR SI 50°OT DUPLICATE DUPI DO NOT DUPLI 2ON OR SH DO NOT B THIS IS AN EXAME DO NOT THIS IS A 0.7mm THIS IS AN EXAMA + THIS IS AN E EX 0.5m [CATE OR SH RICATE OR SI THIS IS AN THIS IS AN EXAM. UPLICATE OR SI ´HIS IS AN EXAM." DOI.OMT DUPLICATE OR SIarrow_forwardThe following support is called: O a. Roller O b. Hinge O c. Fixed O d. Rockerarrow_forward
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