Solution Homework 10-4: Compute the net area of each of the given members.Use standard-size bolt holes for all problems.WT10.5 x 31? Pearson7/8 in bolts7/8" bolts-WT 10.5X31 (A = 9.13 IN ², tus = 0.400 IN)99+Copyright © 2018, 2012, 2008, 2003 by Pearson Education, Inc.AiS

Answered: Homework 10-4: Compute the net area of…

Architectural Drafting and Design (MindTap Course List)

7th Edition

ISBN:9781285165738

Author:Alan Jefferis, David A. Madsen, David P. Madsen

Publisher:Alan Jefferis, David A. Madsen, David P. Madsen

Chapter28: Structural Components Of Framed Construction

Section: Chapter Questions

Problem 28.34Q

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Subject: Steel design- Bolted Steel Connection *Use NSCP 2015 formula/guide to solve this problem *Use Handwritten
Solution
A bolted connection shown is made up of 2L150 x 100 x 9.5 mm. The angle is made of A-36 steel and the bolts have diameter of 22 mm. Properties of 2L150 x 100 x 9.5 mm: A = 4660 mm2 t = 9.5 mm Fy = 248 MPa Fu = 400 MPa Properties of 20 mm A-325 bolts: Fu = 400 MPa 50 50 50 50 50 50,50 힝힝이어 Gusset Plate 9.5mm 100mm Gusset Plate 100mm 31.25 62.5 T 56.25 a. Nominal dimension of hole diameter, dn = 25 mm b. Determine the ultimate shear capacity (kN) of the connection. c. Determine the ultimate tearing capacity (kN) of the connection if the shear lag factor, U = 0.75.
Solution
The L6 x 4 x 1/2single angle shown has one line of 5/8 in bolts in each leg as shown. The bolts are spaced at 4 in in each line as shown (staggered at 2 in with respect to each other). Determine the net area (An)
GIVEN: WT8 x 13 of A992 steel ⅞-inch diameter bolts REQUIRED: The nominal block shear strength
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Subject: Steel design- Bolted Steel Connection *Use NSCP 2015 formula/guide to solve this problem *Use Handwritten
QUESTION 5 3. check the capacity of the shear connection. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi effective bolt hole diameter = bolt hole + 1/16" beam properties: tw=0.295 in. Fexx=70ksi what is the bolts shear capacity in kips? (2 decimal places) 0.5"| 1.5" 1.5" 5/16 _ 4-3/40 A325 SSLT Bolts 5/16
A) The 3/4 in x 15 in plate has 4 rows (or horizontal lines) of bolts. Each row has 3 bolts. The bolt diameter is 7/8 in. Determine the gross area (Ag) and the net area (An) 3/4 15 O O O O O O Q O O 3" 3 27 3 784 Bolts Pet *
Solution
Question No.3: Determine the maximum tensile force, Pu, that can be applied to the connection shown in figure below based on the bolt strength; assume ASTM A36 steel for the following bolt types in standard holes: Check every limit state. a. 1-in.-diameter A325N, b. 7/8-in.-diameter A490X. 3" 3" 1½" /" plate ½P, P ½P. /" plate

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