Design for a tension member and its bolt connection based on the following conditions below: a. Tension member: Single Angle Bar with a grade of A36 and a length of 8.08m b. Service tension load: 1323 with a dead-to-live-to-wind ratio of 10:20:3 c. Group A bolts and must not permit slip d. Connected to a 10-mm-thick A36 gusset plate A complete sketch showing all necessary information for the said connection is needed. Design this one using LRFD and ASD method.

Design for a tension member and its bolt connection based on the following conditions below: a. Tension member: Single Angle Bar with a grade of A36 and a length of 8.08m b. Service tension load: 1323 with a dead-to-live-to-wind ratio of 10:20:3 c. Group A bolts and must not permit slip d. Connected to a 10-mm-thick A36 gusset plate A complete sketch showing all necessary information for the said connection is needed. Design this one using LRFD and ASD method.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.11.10P

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Question

Design for a tension member and its bolt connection based
on the following conditions below:

a. Tension member: Single Angle Bar with a grade of A36 and a length of 8.08m

b. Service tension load: 1323 with a dead-to-live-to-wind ratio of 10:20:3

c. Group A bolts and must not permit slip

d. Connected to a 10-mm-thick A36 gusset plate

A complete sketch showing all necessary information for the said connection is needed. Design this one
using LRFD and ASD method.

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