Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Question
Chapter 13, Problem 13.20PFS
To determine
The number of given specified rivets by using LRFD and ASD methods.
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Given the framing plan with DL = 65 psf and LL = 85 psf:
- Draw the loading diagram for the member that spans between grids 1-3 along grid C. (this includes determining the reactions)
- Determine the loading on all columns
I understand that this may be a loaded question but if you cannot answer all of it, do you mind atleast starting it off for me or writing steps I could take to solve this kind of problem please! I do not understand this at all and need help (:
Fy= 50 ksi
Find the LRFD AND ASD
SHIW ALL Steps I am confused and to where in the steel manual I need to locate the specifications as well if you could please reference so I may know
Given the framing plan with DL = 65 psf and LL = 85 psf:
- Draw the loading diagram for the member that spans between grids A-C along grid 3. (this includes determining the reactions)
- Determine the loading on all columns
I understand that this may be a loaded question but if you cannot answer all of it, do you mind atleast starting it off for me or writing steps I could take to solve this kind of problem please! I do not understand this at all and need help (:
Chapter 13 Solutions
Structural Steel Design (6th Edition)
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Similar questions
- Compute the net area for a pair of Ls 4x4x1/4 with one line 7/8" bolts in each leg.arrow_forwardThe tension member shown in the figure is connected to a gusset plate as shown with 1.210-inch diameter bolts. It is subjected to the dead and live loads as shown. Take Fy = 33.29 ksi and Fu = 52.93 ksi. Assume Ae = An. a) Draw the critical cross-section and show its dimensions using your data. b) Determine whether this member has enough strength using LRFD and the critical ASCE 7 loading combination.arrow_forwardWhat size threaded round rod is required for member AC shown. The given load is a service live load. Use A36 steel.arrow_forward
- Give me right solution according to the question and box the answer. Determine the LRFD required shear strength, Vu (lb).arrow_forwardDetermine the lightest channel section to the given service load; PLL = 900 kN PDL = 500 kN Use LRFD and NSCP-AISC specifications for the design. The length of the member is 9m. Use A992 steel for both the plate and the section, and D16mm bolts, oversized hole diameter. Assume U = 0.85 for design and analysis. Determine the governing load combination using LRFD. Determine the lightest channel sufficient to carry the loads. Check the adequacy in terms of strength (Gross section yielding, Tensile rupture strength and block shear)) and stability (slenderness).arrow_forwardDetermine the LRFD design strength and ASD allowable strength of the given section. Use A36 steel, Fy = 36 ksi ad Fu = 58 ksi and 3/4 in diameter bolts. Neglect block shear. .arrow_forward
- Design a welded connection to resist the loading shown below (service load). A double angle tension member, 2 L5x5x5/16, is connected to a 3/8 inch thick gusset plate with fillet welding. Fy = 50 ksi for the angles and Fy = 36 ksi for the gusset plate. Compute the size and length of welding on the side of angles based on LRFD and indicate the information on the sketch,arrow_forwardGiven the framing plan with DL = 65 psf and LL = 85 psf: - On the Plan above, label the members with different load conditions. - Draw the loading diagram for the member that spans between grids 1-2 along grid B. (this includes determining the reactions) - Determine the loading on all columns I understand that this may be a loaded question but if you cannot answer all of it, do you mind atleast starting it off for me or writing steps I could take to solve this kind of problem please! I do not understand this at all and need help (:arrow_forwardDetermine the LRFD design strength and the ASD allowable strength, including block shear requirement of the required C230x22 using A36 steel, with 2 lines of 20mm bolts in the web as shown. The steel properties relevant to this problem are: A = 2845 mm2 d = 228.6 mm (from W300x79) tw = 7.24 mm x = 14.9 mm. (Key Answer: Pu=490.40 kN; Pa=326.90 kN)arrow_forward
- Choose the best W10 and W12 section that can carry the load Given: Axial Load= 141,000 N Fy= 214 Length=3141 Fixed-Fixed connection= 0.5-0.65arrow_forwardUsing LRFD and ASD, determine the tensile strength for an A36 L6x6x3 angle bar that is connected at its ends with one line of four 22mmo bolts that ar 75mm on-center in one leg of the angle with oversized holes.arrow_forwardIf the load shown in the accompanying bearing-type illustration passes through the center of gravity of the bolt group, how large can it be, according to both the LRFD and ASD specifications? Bolt threads are excluded from the shear planesarrow_forward
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