B. Derive the shear force equation,bending moment equation for the beamshown. Neglect the weight of the beam.200 lb/ftABCAс1200 lb ft- 4 ft 4 ft-6 ftD 33. The distance between point A and the shear force VAB=0O a. 6 feetO b. 8 feetO c. 10 feetO d. 12 feet34. The degree of bending moment equations for segments AB and BC. *O a. 1st degree and 2rd degreeO b. 3rd degree and 2nd degreec. 2nd degree and 3rd degreeO d. None of the above.

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Answered: B. Derive the shear force…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter5: Beams And Frames: Shear And Bending Moment

Section: Chapter Questions

Problem 53P: For the beam shown: (a) determine the distance a for which the maximum positive and negative bending...

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A beam is part of the framing system for the floor of an office building. The floor is subjected to both dead loads and live loads. The maximum moment caused by the service dead load is 45 ft-kips, and the maximum moment for the service live load is 63 ft-kips (these moments occur at the same location on the beam and can therefore be combined). a. If load and resistance factor design is used, determine the maximum factored bending moment (required moment strength). What is the controlling AISC load combination? b. What is the required nominal moment strength for a resistance factor of 0.90? c. If allowable strength design is used, determine the required moment strength. What is the controlling AISC lead combination? d. What is the required nominal moment strength for a safety factor of 1.67?
Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine the increase in vertical stress at point A located z = 15 ft below the surface. Given: x = 27 ft. Figure P6.4
A column in a building is subjected to the following load effects: 9 kips compression from dead load 5 kips compression from roof live load 6 kips compression from snow 7 kips compression from 3 inches of rain accumulated on the roof 8 kips compression from wind a. If lead and resistance factor design is used, determine the factored load (required strength) to be used in the design of the column. Which AISC load combination controls? b. What is the required design strength of the Column? c. What is the required nominal strength of the column for a resistance factor of 0.90? d. If allowable strength design is used, determine the required load capacity (required strength) to be used in the design of the column. Which AISC load combination controls? e. What is the required nominal strength of the column for a safety factor of 1.67?

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B. Derive the shear force equation,bending moment equation for the beam shown. Neglect the weight of the beam. 200 lb/ft A B CA 1200 lb ft 6 ft- +48 —4 ft 4 ft D