UNIVERSITY OF SCIENCE AND TECHNOLOGY OF SOUTHERN PHILIPPINES USTP Ab Bbal Cagayan de Oro | Claveria | Jasaan | Oroquieta Panaon | Vilanueva 91 Page Problem 4: A braced cut shown in the figure has struts A, B, C, D, and E spaced 3m on center. The dry unit weight is 12.5kN/m³, 0=32°, and c' = 60kPA. a. Compute the strut loads at level A, B, C, D, and E. b. Compute the maximum bending moments for determining the section of the wales. 2m 3m 3m 3m D 3m E 3m UNIVERSITY OF SCIENCE AND TECHNOLOGY OF SOUTHERN PHILIPPINES USTP Bubal Cagayan de Oro | Cleverta | Jasa Oroquieta | Panaon Vilanueva 10 Page

UNIVERSITY OF SCIENCE AND TECHNOLOGY OF SOUTHERN PHILIPPINES USTP Ab Bbal Cagayan de Oro | Claveria | Jasaan | Oroquieta Panaon | Vilanueva 91 Page Problem 4: A braced cut shown in the figure has struts A, B, C, D, and E spaced 3m on center. The dry unit weight is 12.5kN/m³, 0=32°, and c' = 60kPA. a. Compute the strut loads at level A, B, C, D, and E. b. Compute the maximum bending moments for determining the section of the wales. 2m 3m 3m 3m D 3m E 3m UNIVERSITY OF SCIENCE AND TECHNOLOGY OF SOUTHERN PHILIPPINES USTP Bubal Cagayan de Oro | Cleverta | Jasa Oroquieta | Panaon Vilanueva 10 Page

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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pls show fbd
D Determine bar force member EF
Determine bar force member EF 10 KN 15 KN 10 KN E 0.9 m 0.9 m A G J B |F 1.2m 1.2m 1.2m
Design economical spacing of 10 mm diameter stirrups for the beam which carries the loads shown. Design shear reinforcement of prestressed beam with the following properties listed. Properties: f’c = 28 MPafy = 276 MPaAps = 800 mm2Ds = 10 mmDm = 18 mmfse = 800 MPafpu = 1500 MPafpe = 860 MPaPe = 250 kN
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Dead Load= 20 kN/mLive Load= 30 kN/mUnit weight of concrete= 23.56 kN/cu.mf'c= 27.6 MPafy= 414 MPaCompute the shear and moment diagram.
20
Design the shear reinforcement of the beam loaded as shown using USD with fc’ = 20.7 MPa and fy = 276 MPa, fs = (fy/2)
A rectangular RC beam having b=900mm, d=280mm, f'c=28Mpa, and fy= 420MPA, the beam should be designed to carry M.=126.6 kN.m. Assuming p=0.9, determine the required reinforcement ratio ?(p) اخترأحد الخيارات a. 0.0062 b. 0.00496 c. 0.0076 d. 0.00388 e. 0.00918
Give me right solution according to the question.
2. An existing rectangular beam has the following properties: b = 250mm d = 400mm fc = 21MPa fy = 275MPa. The beam has the ff spacing of stirrups, dia 10mm spaced @ 200mm (U-shaped stirrups). The beam will be reused and will be required to carry an elevator car with an induced Vu = 500KN. Determine the required additional concrete that shall be placed below the beam so that the existing spacing of the stirrups can be enough to resist the loads. Hint: (This is a trial-and-error problem. Try to solve by adding only 100mm and check if Vc and Vs are satisfied as per procedures in the lesson. If not, add additional 100mm until a final section is obtained)
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