A tension member is an L 150x90x8 connected to an 8-mm-thick gusset plate with 6-ö20 mm diameter, whose bolt holes are 22 mm in diameter. All members are A36 steel with Fy = 248MPa and Fu = 400 MPa. See the following provisions. Calculate the service dead load that can be supported based on net area of the gusset plate by LRFD if the ratio of live load todead load is 2.0.3856 I65O OO O O102 KNSelect the correct response:140 KN85209 KN85 50186 kN504.2 Tensile StrengthThe design tensile strength, P. and the allowabletensile strength, Pn/₁, of tension members, shall be thelower value obtained according to the limit states oftensile yielding in the gross section and tensile rupture inthe net section.1. For tensile yielding in the gross section:Pn = FyAg₁ = 0.90 (LRFD)2. For tensile rupture in the net section:Pn= FuAe$₁= 0,75 (LRFD)(504.2-1)= 1.67 (ASD)(504.2-2)= 2.00 (ASD)

Answer We are given L 150 x 90 x 8 gusset plate thickness = 8 mm Fy = 248 Mpa Fu = 400 Mpa Bolt…

A tension member is an L 150x90x8 connected to an 8-mm-thick gusset plate with 6-020 mm diameter, whose bolt holes are 22 mm in diameter. All members are A36 steel with Fy = 248 MPa and Fu = 400 MPa. See the following provisions. Calculate the service dead load that can be supported based on net area of the gusset plate by LRFD if the ratio of live load to dead load is 2.0. 56 65 38 O 102 KN 140 KN 209 kN 85 186 kN O Select the correct response: O 85 50 O O 504.2 Tensile Strength The design tensile strength, P. and the allowable tensile strength, Pn/f, of tension members, shall be the lower value obtained according to the limit states of tensile yielding in the gross section and tensile rupture in the net section. 1. For tensile yielding in the gross section: P₁ = FyA₂ = 0.90 (LRFD) 2. For tensile rupture in the net section: P₁ = FuAc $₁0.75 (LRFD) (504.2-1) = 1.67 (ASD) (504.2-2) = 2.00 (ASD)

A tension member is an L 150x90x8 connected to an 8-mm-thick gusset plate with 6-020 mm diameter, whose bolt holes are 22 mm in diameter. All members are A36 steel with Fy = 248 MPa and Fu = 400 MPa. See the following provisions. Calculate the service dead load that can be supported based on net area of the gusset plate by LRFD if the ratio of live load to dead load is 2.0. 56 65 38 O 102 KN 140 KN 209 kN 85 186 kN O Select the correct response: O 85 50 O O 504.2 Tensile Strength The design tensile strength, P. and the allowable tensile strength, Pn/f, of tension members, shall be the lower value obtained according to the limit states of tensile yielding in the gross section and tensile rupture in the net section. 1. For tensile yielding in the gross section: P₁ = FyA₂ = 0.90 (LRFD) 2. For tensile rupture in the net section: P₁ = FuAc $₁0.75 (LRFD) (504.2-1) = 1.67 (ASD) (504.2-2) = 2.00 (ASD)

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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