Consider the following bolted connection. Slippage is permitted.Member: L6x6x3/43/16 “ gusset platePuPuA36 steel3.5*1"diameter A325-X bolts1 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:

Answered: Consider the following bolted…

Consider the following bolted connection. Slippage is pemitted. Member: L6x6x3/4 3/16 “ gusset plate Pu Pu A36 steel 3.5 3.5 1"diameter A325-X bolts 1 1/4" 3 * 1 1/4"

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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Question

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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