Steel Design (Activate Learning with these NEW titles from Engineering!)
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 8.4.19P

a. Use LRFD and design a welded connection for the bracket shown in Figure P8.4-19. All structural steel is A36. The horizontal 10-inch dimension is a maximum.

b. State why you think your weld size and configuration are best.

Chapter 8, Problem 8.4.19P, a. Use LRFD and design a welded connection for the bracket shown in Figure P8.4-19. All structural

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Topic:Welded Connection - Civil Engineering -Steel Design   *Use latest NSCP/NSCP 2015 formula to solve this problem *Please use hand written to solve this problem   A tension member consists of a double angle section with long legs back to back. The angles are attached to a 9.5 mm thick gusset plate. Fu = 400 MPa Fy = 248 MPa for angular section. Fw = 480 MPa for 8 mm fillet weld. Reduction factor U = 0.80   Prop. of One Angle L 125m x 75m x 12.7 m A= 2419 mm2 y=44.45 mm   Questions: a) Compute the design strength capacity of one angle. b) Compute the base metal shear strength (gusset plate) per unit length. c) Compute the length L1 and L2.
Problem # 6.0 For the tension member shown, compute the tensile design strength. Weld -6" PL 4X6 A36 steel
The welded girder shown in the accompanying illustration has an external shear VD = 300 k and VL = 350 kat a particular section. Determine the fillet weld size required to fasten the plates to the web if the SMAW process is used. E70. Use LRFD and ASD.

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Steel Design (Activate Learning with these NEW titles from Engineering!)

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