Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Question
Chapter 4, Problem 4.21PFS
To determine
The selection of a C10shape for a tension member.
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check the adequacy of W10 x 60 section to resist a service tensile load that induce the following forces: PD = 180k, E = 147.1 k and PL = 205k. The member length is 30ft and assumed to have two lines of holes in the web with 3" gauge. Assume there are four bolts in each line at 3 in c/c. All holes for 7/8 - in diameter bolts. The section must satisfy the slenderness effect.
The plate shown is attached by using three M12x2 grade 8.8 bolts. Which screw is subjected to the largest stress? What safe load ( static) F can be supported by the screw for n=1.5.
Select the lightest S section that will safely support the service tensile loads D = 92 kips and L = 56 kips. The member is to be 20 ft long and is assumed to have one line of holes for ¾-in diameter bolts in each flange. Assume that there are at least three holes in each line 4 inches on center. Use A36 steel.
Chapter 4 Solutions
Structural Steel Design (6th Edition)
Ch. 4 - Prob. 4.1PFSCh. 4 - Prob. 4.2PFSCh. 4 - Prob. 4.3PFSCh. 4 - Prob. 4.4PFSCh. 4 - Prob. 4.5PFSCh. 4 - Prob. 4.6PFSCh. 4 - Prob. 4.7PFSCh. 4 - Prob. 4.8PFSCh. 4 - Prob. 4.9PFSCh. 4 - Prob. 4.10PFS
Ch. 4 - Prob. 4.11PFSCh. 4 - Prob. 4.12PFSCh. 4 - Prob. 4.13PFSCh. 4 - Prob. 4.14PFSCh. 4 - Prob. 4.15PFSCh. 4 - Prob. 4.16PFSCh. 4 - Prob. 4.17PFSCh. 4 - Prob. 4.18PFSCh. 4 - Prob. 4.19PFSCh. 4 - Prob. 4.20PFSCh. 4 - Prob. 4.21PFSCh. 4 - Prob. 4.22PFSCh. 4 - Prob. 4.23PFSCh. 4 - Prob. 4.24PFSCh. 4 - Prob. 4.25PFSCh. 4 - Prob. 4.26PFS
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- Select the lightest WT180 available to support a factored tensile load of 1112 kN. Assume there are two lines of M22 bolts in the flange (at least three bolts in each line 100 mm on center). The member is to be 9.144 m. Use LRFD.arrow_forwardSelect a 30-ft-long W12 section of A992 steel to support a tensile service dead load PD = 130 k and a tensile service live load PL = 110 k.As shown in Fig. 4.1, the member is to have two lines of bolts in each flange for 7/8-in bolts (at least three in a line 4 in on center).arrow_forwardA single angle tension member, L 4 x 4 x 3/8 in. made from A36 steel is connected to a gusset plate with 5/8 in. diameter bolts, as shown in Figure below. The service loads are 35 kips dead load and 15 kips live load. Determine the adequacy of this member using AISC specification. Assume that the effective net area is 85% of the computed net area.arrow_forward
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- Design a 11 ft single-angle tension member of A992 steel, to support a dead tensile load of 25k and a live tensile load of 45k. The member is to be connected to one leg only with 5/8-in bolts (4 in a line 3" on center) Then assume a reasonable distance for bolts to the edge of the angle and check the block shear. *Please clearly show all steps so I can follow along.arrow_forwardSelect the lightest W12 section, A992 steel available to support working tensile loads of PD 120 k and PW= 222 k. The member is to be 20 ft long and is assumed to have two lines of holes for 3/4-in Ø bolts in each flange. There will be at least three holes in each line 3 in on center. Use the LRFD method only.arrow_forwardA C7x9.8 tension member (A36) is connected to a 3/8-inch thick gusset plate (A36) as shown below. Compute the available block shear strenghth of the gusset plate for both LRFD and ASDarrow_forward
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