I uploded example 1 in the picture Design a bolted connection for the same problem solved in example 1 (double angle tension member) for a design tensile force of 700 kN.Use M22 fully threaded bolts Class 6.8 and assume that the gusset plate thickness is equal to 10 mm. Also determine the spacings according to Eurocode 1993-1-8.Material: S355. (3- 3mIFFor the truss shown in the figure;a) Calculate the bar forces for F=4000 kg.b) Design members 1-2 and 2-3 assuming that out of plane deflections are restrained and he>>10,i.e. global buckling is not the critical failure mode and therefore linear static analysis issufficient.P.S. Use square rectangular hollow sections in Grade 355 steel. You will have to find the related sectiontables from the internet. Do not forget to refer to the related EN1993-1-1 tables and equations.Later, you will design the connections (the weld lengths, etc.) and the supports for this problem.

∑Fy=0F2sinθ=FF245=4000F2=5000 kg Tension∑Fλ=0F1+F2cosθ=0F1=-3000 kg Compression

Answered: Design a bolted connection for the same…

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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I uploded example 1 in the picture

Design a bolted connection for the same problem solved in example 1 (double angle tension member) for a design tensile force of 700 kN.

Use M22 fully threaded bolts Class 6.8 and assume that the gusset plate thickness is equal to 10 mm. Also determine the spacings according to Eurocode 1993-1-8.

Material: S355.

(3
- 3m
IF
For the truss shown in the figure;
a) Calculate the bar forces for F=4000 kg.
b) Design members 1-2 and 2-3 assuming that out of plane deflections are restrained and he>>10,
i.e. global buckling is not the critical failure mode and therefore linear static analysis is
sufficient.
P.S. Use square rectangular hollow sections in Grade 355 steel. You will have to find the related section
tables from the internet. Do not forget to refer to the related EN1993-1-1 tables and equations.
Later, you will design the connections (the weld lengths, etc.) and the supports for this problem.

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