All question pertain to the following floor plan. The floor load is 60 lb/ft2. Ignorethe self weight of the members. The building is three stories tall.I-GZ20 10!C2I-B130'22 What is the value in kips of the point load in the middle of girder G1?

Consider the free body diagram; Calculate Uniformly distributed load on beam B1 Udl=…

Answered: All question pertain to the following…

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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The floor system used in a school classroom consists of a 4 in. Reinforced stone concrete slab. Sketch the loading that acts along joints BF and side girder ABCDE. Use metric units.
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steel joist is spaced at 3’-0” oc and spans 35’-0”. It carries a dead load of 45 psf and a live load of 100 psf. What is the most economical steel joist able to carry this load? a. 24K7 b. 26K7 c. 28K7 d. 30K7
The prestressed concrete girder is made from plain stone concrete and four-in. cold-form steel reinforcing rods. Determine the dead weight of the girder per foot of its length. Correct answer is 468.25lbs/ft Just wanted to know the calculation.
The service load bending moments on a beam are 128 kip-ft for dead load and 107 kip-ft for live load. The beam is 12 in. wide, f'c is 3000 psi and fy is 60 ksi. Determine Mu. Mt. p. R. the depth of the beam and the As of tensile reinforcing required. How many no. 8 bars or No. 10 bars would have the required As?
Plss, i need the answer immediately. Consider a two-bay building frame ABCDEF, with A, B, and C as fixed supports, AD, BE, and CF as columns, and DE and EF as girders. Span DE is 5.9 meters long and span EF is 6.8 meters long. The columns have a height of 10.5 meters. Assume that the columns have same cross-sections. A wind-induced lateral load of 80 kN is applied at D, pointing towards the structure. Additionally, a-wind induced uniform load of 1.5 kN/m, pointing upwards, is applied at the girders. (a) Draw the free-body diagram of the structure.
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All question pertain to the following floor plan. The floor load is 60 lb/ft2. Ignore the self weight of the members. The building is three stories tall. I- GZ 20 10! C2 I- B1 30' 22 What is the value in kips of the point load in the middle of girder G1?