Design a tension member given the following:Service loads: PD = 40 kips, PL = 66 kips;Single angle required;• Unbraced length, L = 20 ft.;• ASTM A36 steel; and• Two lines of four 3/4-in.-diameter bolts.Consider the angle bar L6 x 6 x 1/2 Design of a Single-Angle Tension MemberDesign a tension member given the following:⚫ Service loads: P₁ = 40 kips, P₁ = 66 kips;•Single angle required;• Unbraced length, L = 20 ft.;• ASTM A36 steel; and• Two lines of four ¾-in.-diameter bolts.

Determine the required strength:Calculate the factored load using load…

Design of a Single-Angle Tension Member Design a tension member given the following: ⚫ Service loads: P₁ = 40 kips, P₁ = 66 kips; • Single angle required; • Unbraced length, L = 20 ft.; • ASTM A36 steel; and • Two lines of four ¾-in.-diameter bolts.

Design of a Single-Angle Tension Member Design a tension member given the following: ⚫ Service loads: P₁ = 40 kips, P₁ = 66 kips; • Single angle required; • Unbraced length, L = 20 ft.; • ASTM A36 steel; and • Two lines of four ¾-in.-diameter bolts.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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1. answer basing with the new NSCP 2015 guideline codes
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A double lap splice connection shown in figure B is made up of 6mm x 150mm and 9mm x 150mm. Use NSCP specifications and assume a double row of bolts with standardsize holes for a bearing type connection with threads excluded from the shear planes.Minimum tensile strength Fu = 552.93MPa. Assume diameter hole is 3mm bigger than thediameter of bolts. Allowable shear stress is Fv = 207MPa. Allowable bearing stress fb = 1.2Fu.Diameter of bolts is 19mm. Fy = 449.25MPa.(a) Compute the tensile capacity of the steel plates. (Max. Net Area = 0.85 of Gross Area)(b) Compute the number of 19mm diameter bolts to develop the full strength of the plates. Note: SHOW DRAWINGS AND SOLUTIONS.
Which of the following gives the minimum number bolts that can be accommodated in one row of a 350mm flat plate. O 4 O 5 O 6 O 7
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In mm) Problem 8: A C310 × 45 is connected with 25mm diameter bolts in each flange, as shown in Figure, Problem 11. If Fy = 345MPA, Fu = 450MPA, and Ae = 0.90An, Apply the following %3D %3D %3D approaches to determine: a. The design strength for LRFD. b. The allowable strength for ASD. Section Figure. Problem 8
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Consider the following bolted connection. Slippage is permitted. Member: L6x6x3/4 3/16 “ gusset plate Pu Pu A36 steel 3.5* 1"diameter A325-X bolts 1 1/4" 3 " 3* 1 1/4" Question 3.1: Please, indicate if the combined bolt shear strength is closer to: Question 3.2: Please, indicate if the combined bolt bearing strength is closer to: Question 3.3: Please, indicate if the angle yielding strength is closer to: Question 3.4: Please, indicate if the angle fracture strength is closer to: Question 3.5: Please, indicate if the angle block shear strength is closer to: Question 3.6: Please, indicate if the overall connection strength is closer to:
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