An L 5 x 5 x tension member of A588 steel is connected to a gusset plate with six -inch- diameter bolts as shown in Figure P3.3-4. If the member is subject to dead load only, what is the maximum total service load that can be applied if the ratio of live load to dead load is 2.0? Use the alternative value of U from AISC Table D3.1 (Consider yielding & rupture limit states only.) a. Use LRFD b. Use ASD L5 x 5 x '2 5 spaces @ 3" = 15" 1" FIGURE P3.3-4 na.co

An L 5 x 5 x tension member of A588 steel is connected to a gusset plate with six -inch- diameter bolts as shown in Figure P3.3-4. If the member is subject to dead load only, what is the maximum total service load that can be applied if the ratio of live load to dead load is 2.0? Use the alternative value of U from AISC Table D3.1 (Consider yielding & rupture limit states only.) a. Use LRFD b. Use ASD L5 x 5 x '2 5 spaces @ 3" = 15" 1" FIGURE P3.3-4 na.co

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

100%

An L 5 x 5 x tension member of A588 steel is connected to a gusset plate with six -inch-
diameter bolts as shown in Figure P3.3-4. If the member is subject to dead load only, what is
the maximum total service load that can be applied if the ratio of live load to dead load is
2.0? Use the alternative value of U from AISC Table D3.1 (Consider yielding & rupture limit
states only.)
a. Use LRFD
b. Use ASD
L5 x 5 x '½
1'/2"
5 spaces @ 3" -
15"
12"
FIGURE P3.3-4
na.co

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Compute the maximum acceptable tensile SERVICE LOAD that may act on a single tee section that is connected to a gusset plate using welds 12 inches long, as shown in the figure. The service live load is three times the dead load. Use A992 steel. USE LRFD ONLY, no block shear will occur. What is the Maximum Tensile SERVICE Load Round your answer to 3 decimal places.
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Situation 1A - See Question Below Compute the maximum acceptable tensile SERVICE LOAD that may act on a single tee section that is connected to a gusset plate using welds 12 inches long, as shown in the figure. The service live load is three times the dead load. Use A992 steel. USE LRFD ONLY, no block shear will occur. A. Governing Ultimate Tensile Capacity based on Yielding of gross section Round your answer to 0 decimal places.
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