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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Question
Chapter 7, Problem 7.11.10P
To determine
The design of a tension member using LRFD method.
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Compute the maximum acceptable tensile SERVICE LOAD that may act on a
single tee section that is connected to a gusset plate using welds 12 inches long, as
shown in the figure. The service live load is three times the dead load. Use A992
steel. USE LRFD ONLY, no block shear will occur.
What is the Maximum Tensile SERVICE Load
Round your answer to 3 decimal places.
Prepare the Bar bending schedule of a simply supported R.C.C. Lintels from the following specification:
Size of lintel 300mm widex 200mm depth.
Main bars in tension zone of Fe 250(grade I) 3 bars of 16mm dia., one bar is cranked through 45 degree at 170 mm from each end
2 No. anchor bars at top 8mm dia.
Two legged stirrups@150mm c/c of 6mm dia. through out.
Clear span of the lintel is 1150mm.
Bearing on either side is 150mm
A WT7 x 41 bracket is connected to a W14 x 159 column with 5⁄16inch E70 fillet welds as shown in Figure . What is the maximum factored load Pu that can be supported? What is the maximum service load Pa that can be supported?
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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- Use an elastic analysis and determine the maximum load per inch of weld.arrow_forwardA hanger is suspended from a plate that is welded to a wide flange beam as shown. The plate requires a 1”x1” chamfer in the inside corners to clear the fillet radius of the beam. A ¼ inch double sided fillet weld is used with no welds placed at 1”x1” from the inside corners as shown in the weld configuration. Determine the maximum load the hanger can carry using ASD and the Elastic method if the eccentricityof the load from beam centerline is 7”.arrow_forwardA bolted connection shown in figure A uses the friction type connection with 22mm diameter A 325 bolt.(a) Compute the force P required to cause a slip of the 22mm diam. bolt if the slipcoefficient is 0.34 when the section is subjected to a pre-tension load of 174kN(b) Using the force P, compute nominal shear stress.(c) Compute the factor of safety against a slip of a 22mm diam. bolt if the allowable nominal shear is 120MPa. NOTE: SHOW DRAWINGS AND SOLUTIONS.arrow_forward
- A beamtocolumn connection is made with a structural tee as shown in Figure . Eight 3⁄4inchdiameter, Group A, fully tightened bearingtype bolts are used to attach the flange of the tee to the column flange. Investigate the adequacy of this connection (the teetocolumn connection) if it is subjected to a service dead load of 20 kips and a service live load of 40 kips at an eccentricity of 2.75 inches. Assume that the bolt threads are in the plane of shear. All structural steel is A992.arrow_forwarddetermine the size of bearing plate required for an end reaction of 11 kips dead load and 44 kips live load on a W14x53 beam of A572 grade 60 steel. the beam rests on a 4-in which concrete wall f'c = 3500 psi specify thickness in multiples of 1/4 in and the length and width to whole inchesarrow_forwardSituation 1A - See Question Below Compute the maximum acceptable tensile SERVICE LOAD that may act on a single tee section that is connected to a gusset plate using welds 12 inches long, as shown in the figure. The service live load is three times the dead load. Use A992 steel. USE LRFD ONLY, no block shear will occur. A. Governing Ultimate Tensile Capacity based on Yielding of gross section Round your answer to 0 decimal places.arrow_forward
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