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 10, Problem 10.7.6P
To determine
(a)
Design of plate girder using LRFD.
To determine
(b)
Design of the girder plate Using ASD.
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A 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”.
Use an elastic analysis and compute the extra load in the weld (in kips per inch of length) caused by the eccentricity.
The connection consists of a plate connected by a five 25-mm diameter rivets. It carries a load P=120 kN.
Chapter 10 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
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- Use an elastic analysis and compute the extra load in the weld (in kips per inch of length) caused by the eccentricity.arrow_forwardUse an elastic analysis and compute the extra load in the weld (in kips per inch of length) caused by the eccentricity.arrow_forwardSelect an American Standard Channel shape for the following tensile loads: dead load = 54 kips, live load = 80 kips, and wind load = 75 kips. The connection will be with longitudinal welds. Use an estimated shear lag factor of U = 0.85. (In a practical design, once the member was selected and the connection designed, the value of U would be computed and the member design could be revised if necessary.) The length is 17.5 ft. Use Fy=50 ksi and Fu=65 ksi. a. Use LRFD. b. Use ASD.arrow_forward
- The frame is used to support the wood deck in a residential dwelling. Sketch the loading that acts along the members BG and ABCD. Set b=4.5m, a=2.4m. Use Live Load=1.92 kPa.arrow_forwardDetermine the maximum factored load P, that can be carried by the connection shown in the Figure P7. 1. The weld is 6 mm fillet weld. All structural steel is A36. E70 electrode is usedarrow_forwardthe connection consists of a plate connected to another plate by five 25-mm diameter rivets. it carries a load P = 80 kN. Determine the maximum shear stress on the boltarrow_forward
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ISBN:9781337094740
Author:Segui, William T.
Publisher:Cengage Learning