Situation 20: The figure shows a precast plain concrete beam simply supported on ab --baFileHomeInsertD유 ShareX Cutspanof 3m.P Find -e CopyGiven:Sac ReplacePaste* Format PainterB Concrete unit weight =23.5kN/m³d.A Select -Clipboarda=200mmd=200mmEditingb=150mme=150mmc=500mmf=150mme67. Determine the weight of beampermetera. 2.85 kN/mb. 2.94 kN/mc. 3.94 kN/md. 4.14 kN/mwwC68. What is the allowable load on the beam if the cracking moment is 27 kN-ma. 21.15 kN/mb. 21.06 kN/mc. 19.86 kN/md. 20.06 kN/mSituation 21: A square tied column carries a factored load of 2800KN. It will be designed using material strengths fc'=27MPand fy=345MPA. Assume p=0.0269. Determine the minimum required dimension of the column.b. 450 mma. 400 mmc. 500 mmd. 550 mm70. Determine the number of o25mm vertical bars required.a. 8 barsb. 9 barsc. 10 barsd. 11 barsPage 7 of 1022 of 4146 wordsEnglish (United States)& Accessibility: Investigate160%ENG10:26 amamazonwR888US06/03/2022to

Columns are structural members which carry compression loads transferred from the beams and slabs.…

Situation 21: A square tied column carries a factored load of 2800KN. It will be designed using material strengths fc'=27MPa and fy-345MP.. Assume p-0.02 69. Determine the minimum required dimension of the column. b. 450 mm a. 400 mm c. 500 mm d. 550 mm 70. Determine the number of 625mm vertical bars required. a. 8 bars b. 9 bars c. 10 bars d. 11 bars

Situation 21: A square tied column carries a factored load of 2800KN. It will be designed using material strengths fc'=27MPa and fy-345MP.. Assume p-0.02 69. Determine the minimum required dimension of the column. b. 450 mm a. 400 mm c. 500 mm d. 550 mm 70. Determine the number of 625mm vertical bars required. a. 8 bars b. 9 bars c. 10 bars d. 11 bars

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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