QITA W2l x 68 of A992 steel is used as a simply supported beam with a spanTength of 50 feet. The only load in addition to the beam weight is a uniform live load..11 fateral support is provided at 10 -foot intervals, what is the maximum service liveload, in kips/ft, that can be supported? (Use LRFD).

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Q1 /A W21 x 68 of A992 steel is used as a simply supported beam with a span Tength of 50 feet. The only load in addition to the beam weight is a uniform live load. i lateral support is provided at 10 -foot intervals, what is the maximum service live load, in kips/ft, that can be supported? (Use LRFD).

Q1 /A W21 x 68 of A992 steel is used as a simply supported beam with a span Tength of 50 feet. The only load in addition to the beam weight is a uniform live load. i lateral support is provided at 10 -foot intervals, what is the maximum service live load, in kips/ft, that can be supported? (Use LRFD).

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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3- For a simply supported beam with span 10 m , determine the area of steel required to reinforced the beam(400*700) mm if it subjected to service dead load moment (including to self-weight) (160 kN.m) and service live load moment (600 kN.m) use f`c = 27.5MPA & fy 414MPA
Problem 4: Determine LRFD flexural capacity (OMn) for a W21x73 used as a beam with an unbraced length of the compression flange of a) 6 ft, and b) 12 ft. Use A992 steel (F, = 50 ksi) and Ch 1.0.
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Use NSCP 2015. The beam shown has continuous lateral support of both flanges. The uniform load consisting of 50% dead load and 50% live load. The dead load includes the weight of the beam. Used grade 50 steel. 6 k/ft |--0-0²- -18'-0"- fo 4-6- -6'-0" 1. Considering LRFD. Which of the following most nearly gives the design load Wu? 2. Considering LRFD. Which of the following most nearly gives the maximum negative design moment, Mu in ft-kips? 3. Considering W12x35 beam section, The section is 4. Considering ASD the W12x35 beam section, Which of the following most nearly gives allowable strength in ft-kips
A W24 x 76 of A992 steel is used as a simply supported beam with a span length of 48 feet. The only load in addition to the beam weight is a uniform live load. If lateral support is provided at 12-foot intervals, what is the maximum service live load, in kipsft, that can be supported? Use LRFD.
Plzz Answer this question Assume data if necessary?
Problem 2 and 3 are related