10. Determine the uniformly distributed roof loads (including dead load and roof live load) for the purlins andgirders in the building shown below. Also determine the total load on column C1. Assume that the roof is flat.Roof dead load D = 12 psf.18244' TYP:ROOF FRAMING PLAN

Given:- The flat roof is given with purlins, girders, and column The roof dead load (D) = 12 psf To…

Answered: 10. Determine the uniformly distributed…

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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Similar questions

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Compute the internal force of member CD & EF
a. What is the value of the distributed load in beam B1 in plf (lb/ft)?b. What is the value of each of the point loads acting on girder G2 in kips to one decimal place?c. What is the value of the force in column C1 in the ground floor (in kips to one decimal place)?
The floor system used in a school classroom consists of a 4-in. reinforced stone concrete slab. Sketch the loading that acts along the joist BF and side girder ABCDE. Set a = 10 ft, b = 30 ft. Hint: See Tables 1.2 and 1.4.
Can they carry the following load from the floor? Structure 2
Given the faming plan a) Number all of the members properly in terms of joist, beam and girders. (note: there are no joists) b) Given DL = 60 psf and LL = 80 psf, draw the loading diagram (including determining the reactions) for all members within the shaded area
Determine and sketch the dead loads acting along beams AD, DEF, and JKL at the second floor
The wall is 12-ft high and consists of 2 × 4 studs. On Answer : 1008 ib/ft each side is acoustical fiberboard and 4-in. clay brick. Determine the average load in lb/ft of length of wall that the wall exerts on the floor.
A vaulted roof truss is loaded as shown. 1. Determine the force in member FG. a. 19.68 kN b. 5.78 kN c. 3.22 kN d. 19.79 kN 2. Determine the force in member GH. a. 19.68 kN b. 5.78 kN c. 3.22 kN d. 19.79 kN 3. Determine the force in member HJ. a. 19.68 kN b. 5.78 kN c. 3.22 kN d. 19.79 kN
Determine the internal loadings at point C
The beam supports the roof made from asphalt shingles and wood sheathing boards. If the boards have a thickness of 1 1/2 in. and a specific weight of 50 lb/ft3, and the roof’s angle of slope is 30°, determine the dead load of the roofing—per square foot—that is supported in the x and y directions by the purlins.
Determine the tributary area of purlin P1, girders G1 and G2, interior column C1, and corner column C2.

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10. Determine the uniformly distributed roof loads (including dead load and roof live load) for the purlins and girders in the building shown below. Also determine the total load on column C1. Assume that the roof is flat. Roof dead load D = 12 psf. 18 24 G1 4' TYP: