Beam A-B-C is subjected to a service (unfactored) dead load of 2.6 kips per linear foot, and a service liveload of 3 kips per linear foot. In addition, the wind load has been reduced to a single point load of 10kips located at D. Flange A-D is rigidly connected to the beam at A, and is 4 feet tall.Wp = 2.6 kip/ftWL = 3 kip/ftW = 10 kip4 ftCВ6 ftA15 ft1. For each load case, draw the service level moment diagrams of member A-B-C.2. What is the Mu (maximum and minimum factored moments) beam A-B-C must be designed for?3. Sketch the factored moment envelope for beam A-B-C by superimposing the moment diagramsfrom 2-1, above, after applying the appropriate factors. Comment on how this 'moment envelop'could be used in design.

W (wind load) = 10kip Wu (factored wind load) = 1.5Wu = 15kip wD (service dead load) = 2.6kip/ft wDu…

Beam A-B-C is subjected to a service (unfactored) dead load of 2.6 kips per linear foot, and a service live load of 3 kips per linear foot. In addition, the wind load has been reduced to a single point load of 10 kips located at D. Flange A-D is rigidly connected to the beam at A, and is 4 feet tall. W = 10 kip_P4 ft Wp = 2.6 kip/ft WL = 3 kip/ft B C 15 ft 6 ft 1. For each load case, draw the service level moment diagrams of member A-B-C. 2. What is the Mu (maximum and minimum factored moments) beam A-B-C must be designed for? 3. Sketch the factored moment envelope for beam A-B-C by superimposing the moment diagrams from 2-1, above, after applying the appropriate factors. Comment on how this 'moment envelop' could be used in design.

Beam A-B-C is subjected to a service (unfactored) dead load of 2.6 kips per linear foot, and a service live load of 3 kips per linear foot. In addition, the wind load has been reduced to a single point load of 10 kips located at D. Flange A-D is rigidly connected to the beam at A, and is 4 feet tall. W = 10 kip_P4 ft Wp = 2.6 kip/ft WL = 3 kip/ft B C 15 ft 6 ft 1. For each load case, draw the service level moment diagrams of member A-B-C. 2. What is the Mu (maximum and minimum factored moments) beam A-B-C must be designed for? 3. Sketch the factored moment envelope for beam A-B-C by superimposing the moment diagrams from 2-1, above, after applying the appropriate factors. Comment on how this 'moment envelop' could be used in design.

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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