A building wall consists of exterior stud walls with brick veneer and 13 mm fiberboard on one side. If the wall is 4 m high, determinethe load in kN/m that it exerts on the floor.• Exterior stud walls w/ brick veneer - 2.3 kN/m?Fibreboard (13 mm) - 0.04 kN/m?

Given: The height of the wall is 4 m. The thickness of the fiberboard is 13 mm. The stress due to…

Answered: A building wall consists of exterior…

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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Q2: A simply supported reinforced concrete slab is subjected to an imposed load of 2.8 kN/m2. The self-weight of the finishes above the slab = 2 kN/m2 as shown in the figure below. Design the slab for moderate exposure conditions and 3 hours of fire resistance. Assume that the characteristic material strengths are fcu= 40 N/mm2 and fy= 460 N/mm2 and the concrete density = 24 kN/m3. Design the slab. 200 "A -3000- -200 -FLOOR FINISHES -RC SLAB
Q: In an attempt to construct a precast building, the architectural in engineer proposed a 400 mm width for a simply supported single reinforced concrete rectangular beam. Design this beam and assume your design that: fc = 25 MPa, fy = 400 MPa, L = 6 m, D.L = 160 kN/m (include self-weight), L.L = 150 kN/m, concrete weight = 24 kN/m3, bar diameter of 25 mm for longitudinal reinforcement and bar diameters 10 mm for stirrups.
A cantilever beam, 80 mm wide by 260 mm high and 9 m long, carries a load that varies uniformly from zero at the free end to 1400 N/m at the wall. Compute the magnitude of the maximum flexural stress. Answer must be in MPa.
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A cantilever beam, 80 mm wide by 270 mm high and 7 m long, carries a load that varies uniformly from zero at the free end to 1200 N/m at the wall. Compute the magnitude of the maximum flexural stress. Answer must be in MPa.
A timber beam 97 mm wide by 160 mm high is subjected to a vertical shear V = 28 kN. Determine the shearing stress developed at layer 3 only 20 mm apart from the top to bottomn of the section. Answer must be in MPa.
Immediately after prestressing, a post-tensioned bonded concrete beam has a prestress of 1560kN in the steel, which gradually reduces to 1330 kN. In addition to its own weight of 4.40 kN/m,the beam bears two live loads shown in the figure below. Calculate the mid-span fiber stresses: a. with full prestress and no live load in the initial conditionb. with full live load and in final condition after all losses had occurred
A timber beam 91 mm wide by 160 mm high is subjected to a vertical shear V = 27 kN. Determine the shearing stress developed at layer 3 only 20 mm apart from the top to bottom of the section. Answer must be in MPa.
Q- If the actual thickness of a brick masonry wall is 19 cm, its effective length is 2.70 m, its effective height is 2.82 m and its code-specified stiffening coefficient is 1.2, then, for design considerations, the slenderness ratio of the wall will be taken as..
An aluminum alloy pipe with an outside diameter of 4.0 in. and a wall thickness of 6/16 in. cantilevers upward a distance of L = 12 ft. The pipe is subjected to a wind loading that increases from wA = 11 lb/ft at its base to wB = 17 lb/ft at its tip. (a) Compute the maximum value of Q for the pipe. (b) What is the maximum vertical shear stress in the pipe?

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A building wall consists of exterior stud walls with brick veneer and 13 mm fiberboard on one side. If the wall is 4 m high, determine the load in kN/m that it exerts on the floor. • Exterior stud walls w/ brick veneer - 2.3 kN/m? Fibreboard (13 mm) - 0.04 kN/m?