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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Chapter 8, Problem 8.2.4P
To determine
The additional force experienced as a consequence of the fastener not being on the centroidal axis of the member.
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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?
The truss below is pin connected at A and E, and is acted on by the forces shown.
E
A
D
B
Identify all of the ZERO-FORCE MEMBERS by checking the boxes below (if there are
none, leave all boxes unchecked):
BF
AF
BC
BH
CD
EG
-GH
AB
CH
DG
DH
DE
-FH
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Chapter 8 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 8 - Prob. 8.2.1PCh. 8 - Prob. 8.2.2PCh. 8 - A plate is used as a bracket and is attached to a...Ch. 8 - Prob. 8.2.4PCh. 8 - Prob. 8.2.5PCh. 8 - Prob. 8.2.6PCh. 8 - Prob. 8.2.7PCh. 8 - Prob. 8.2.8PCh. 8 - Prob. 8.2.9PCh. 8 - Prob. 8.2.10P
Ch. 8 - Prob. 8.2.11PCh. 8 - Prob. 8.2.12PCh. 8 - Prob. 8.2.13PCh. 8 - Prob. 8.3.1PCh. 8 - Prob. 8.3.2PCh. 8 - Prob. 8.3.3PCh. 8 - Prob. 8.3.4PCh. 8 - Prob. 8.3.5PCh. 8 - Prob. 8.3.6PCh. 8 - Prob. 8.3.7PCh. 8 - Prob. 8.3.8PCh. 8 - Prob. 8.3.9PCh. 8 - Prob. 8.3.10PCh. 8 - Use an elastic analysis and determine the maximum...Ch. 8 - Use an elastic analysis and determine the maximum...Ch. 8 - Use an elastic analysis and determine the maximum...Ch. 8 - Prob. 8.4.4PCh. 8 - Prob. 8.4.5PCh. 8 - Prob. 8.4.6PCh. 8 - Use an elastic analysis and compute the extra load...Ch. 8 - Use an elastic analysis and compute the extra load...Ch. 8 - Prob. 8.4.9PCh. 8 - Prob. 8.4.10PCh. 8 - Prob. 8.4.11PCh. 8 - Prob. 8.4.12PCh. 8 - Prob. 8.4.13PCh. 8 - Prob. 8.4.14PCh. 8 - Prob. 8.4.15PCh. 8 - Prob. 8.4.16PCh. 8 - Prob. 8.4.17PCh. 8 - Prob. 8.4.18PCh. 8 - a. Use LRFD and design a welded connection for the...Ch. 8 - Prob. 8.4.20PCh. 8 - Prob. 8.5.1PCh. 8 - Prob. 8.5.2PCh. 8 - Prob. 8.5.3PCh. 8 - Prob. 8.5.4PCh. 8 - Prob. 8.5.5PCh. 8 - Prob. 8.6.1PCh. 8 - Prob. 8.6.2PCh. 8 - Prob. 8.6.3PCh. 8 - Prob. 8.6.4PCh. 8 - Prob. 8.7.1PCh. 8 - Prob. 8.7.2PCh. 8 - Prob. 8.7.3PCh. 8 - Prob. 8.8.1PCh. 8 - Prob. 8.8.2PCh. 8 - Prob. 8.8.3PCh. 8 - Prob. 8.8.4P
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- 3. The figure shows a roof truss and the detail of the connection at joint B. Members BC and BE are angle sections with thickness shown in the figure. The working stresses are 70 MPa for shear in the rivets and 140 MPa for bearing stress due to rivets. How many 19mm diameter rivets are required to fasten the following members to the gusset plate: (a) BC; and (b) BE? -14-mm-thick gusset plate 6m - 13-mm-thick angle G. 4 m 4 m 4 m 4 m 96 kN 200 KN 96 kN PRE 6-mm-thick angle Pacarrow_forwardDetermine the zero-force members in each of the two trusses shown. E C D D B po TTTTTTTT 5 A TTTTTTTTT 08 C B F Aarrow_forward1. A welded connection is in equilibrium under the action of the four forces shown. Knowing that FA = 8 kN and FB = 16 kN, determine the magnitudes of the other two forces. Fg B C FC 13 4 A FDarrow_forward
- Determine 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_forward16arrow_forwardsolve both parts P6-1 and P6-2 HAnd written and clean wrting pleasearrow_forward
- Rigid bar ABC is supported by member (1) at B and by a pin connection at C. Member (1) has a cross sectional area of 1.15 in.2 and a yield strength of 41 ksi. The pins at B, C, and D each have a diameter of 0.7 in. and an ultimate shear strength of 72 ksi. Each pin connection is a double-shear connection. Specifications call for a minimum factor of safety in member (1) of 1.9 with respect to its yield strength. The minimum factor of safety required for pins B, C, and D is 2.6 with respect to the pin ultimate shear strength. Determine the allowable load P that may be applied to the rigid bar at A. Use overall dimensions of a = 51 in. and b = 104 in.arrow_forwardRigid bar ABC is supported by member (1) at B and by a pin connection at C. Member (1) has a cross sectional area of 1.25 in.² and a yield strength of 33 ksi. The pins at B, C, and D each have a diameter of 0.5 in. and an ultimate shear strength of 78 ksi. Each pin connection is a double-shear connection. Specifications call for a minimum factor of safety in member (1) of 1.3 with respect to its yield strength. The minimum factor of safety required for pins B, C, and D is 3.1 with respect to the pin ultimate shear strength. Determine the allowable load P that may be applied to the rigid bar at A. Use overall dimensions of a = 64 in. and b = 131 in. (1) b kips P Answer: Pallow= i a Barrow_forwardGiven is a truss structure: Where: Working shear stress for the rivets is 70 MPa Working bearing stress due to rivets is 140 Mpa Thickness of the member is 5 mm Thickness of the Gusset plate is 6 mm Rivet diameter is 15 mm Determine the no. of rivets to fasten the member BD 80 kN 120 kN B. 3 m E 200 kN 4 Panels @ 4 m = 16 marrow_forward
- Part A - Identifying zero-force members Consider the truss shown below. Identify the zero-force members. A P_ E B D Check all that apply. • View Available Hint(s) ВС АВ ВЕ AE DE CD O CE Submitarrow_forwardPlease answer properly. a.) Identify the zero-force members (Draw the system without them) b.) Through the method of joints, identify the forces acting on N and Qarrow_forward2. 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 24 mm diameter A325N bolts. The plate is A50. Determine the safe load Pu using ASD that the truss can resist according to the capacity of the connection. LS 15 WR + 14 DATE ON ON Mmm 70 m 40 mmarrow_forward
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