6.A hallow circular tube has an outside diameter of 85 mm andis 9 mm thick. The tube is fixed (cantilever) at one end andsubjected to a torque of 6 kN-m at its free end. What is themaximum shearing stress in the tube in MPa?A. 87.95C. 99.32Dendrwore as allodis monl beol99 qsB. 93.21D. 81.04D. BRIGHbru7. Give the following data of a rectangular beam:m00S=JBYOVE SHBeam width, b = 280 mmEffective depth, d = 390 mm19 loend5.84 ATension steel: five 25-mm-diameter$:08 18Compute the reinforcement ratio.eniersted asA. 4.12%ult bus textosid sC. 3.21%D. 2.25%bisgenal)B. 1.86%58.058.008.Given the following date of a steel column resting on steel baseplate:Column loads:Axial dead load = 1550 kNAxial live load = 950 kNConcrete 28-day compressive strength = 27.5 MPaAllowable concrete bearing stress = 0.35 fcWidth of base plate = 500 mmWhat is the minimum required length (mm) of base plate?A. 520C. 500B. 705D. 450

Answered: Image /qna-images/answer/0b20798f-b16b-4e41-851a-7953386a1b09.jpg

6. A hallow circular tube has an outside diameter of 85 mm and is 9 mm thick. The tube is fixed (cantilever) at one end and subjected to a torque of 6 kN-m at its free end. What is the maximum shearing stress in the tube in MPa? A. 87.95 Mode es 21lod C. 99.32 B. 93.21 3126754 D. 81.04 eds to cont 100e1=q229196 7. Give the following data of a rectangular beam: 00S=J imated 25 bns toolband Beam width, b = 280 mm Effective depth, d = 390 mm Tension steel: five 25-mm-diameter Compute the reinforcement ratio. A. 4.12% i entersis0 .as C. 3.21% di busgerald) B. 1,86% D. 2.25% TAZA SEAT A 16.05 28.01 8. Given the following date of a steel column resting on steel base plate: Column loads: Axial dead load = 1550 kN Axial live load = 950 kN Concrete 28-day compressive strength = 27.5 MPa Allowable concrete bearing stress = 0.35 f'c Width of base plate = 500 mm What is the minimum required length (mm) of base plate? A. 520 C. 500 B. 705 D. 450

6. A hallow circular tube has an outside diameter of 85 mm and is 9 mm thick. The tube is fixed (cantilever) at one end and subjected to a torque of 6 kN-m at its free end. What is the maximum shearing stress in the tube in MPa? A. 87.95 Mode es 21lod C. 99.32 B. 93.21 3126754 D. 81.04 eds to cont 100e1=q229196 7. Give the following data of a rectangular beam: 00S=J imated 25 bns toolband Beam width, b = 280 mm Effective depth, d = 390 mm Tension steel: five 25-mm-diameter Compute the reinforcement ratio. A. 4.12% i entersis0 .as C. 3.21% di busgerald) B. 1,86% D. 2.25% TAZA SEAT A 16.05 28.01 8. Given the following date of a steel column resting on steel base plate: Column loads: Axial dead load = 1550 kN Axial live load = 950 kN Concrete 28-day compressive strength = 27.5 MPa Allowable concrete bearing stress = 0.35 f'c Width of base plate = 500 mm What is the minimum required length (mm) of base plate? A. 520 C. 500 B. 705 D. 450

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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