A beam has a width of 200 mm and has an effective depth of 300 mm. It is cantilevered at a span of 4 m and has a uniformly distributed dead load of 15 KN 771 including its own weight. 12 mm- diameters bars are used as stirrups for the beam width. fy= 275 MPa. Use f'c = 20.7 MPa 66. Determine the ultimate critical shear occurring on the beam. a. 72 kN b. 64.8 kN c. 75 KN d. 66.6 kN 67. Compute for the theoretical spacing needed for critical shear. a. 100 mm b. 150 mm c. 440.19 mm d. 310.43 mm 68. Compute for the maximum spacing needed for critical shear. a. 100 mm b. 150 mm c. 440.19 mm d. 310.43 mm

A beam has a width of 200 mm and has an effective depth of 300 mm. It is cantilevered at a span of 4 m and has a uniformly distributed dead load of 15 KN 771 including its own weight. 12 mm- diameters bars are used as stirrups for the beam width. fy= 275 MPa. Use f'c = 20.7 MPa 66. Determine the ultimate critical shear occurring on the beam. a. 72 kN b. 64.8 kN c. 75 KN d. 66.6 kN 67. Compute for the theoretical spacing needed for critical shear. a. 100 mm b. 150 mm c. 440.19 mm d. 310.43 mm 68. Compute for the maximum spacing needed for critical shear. a. 100 mm b. 150 mm c. 440.19 mm d. 310.43 mm

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.11.11P: The three beams shown have approximately the same cross-sectional area. Beam 1 is a W 14 X 82 with...

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