Kindly answer all ? SITUATION: A 6m column supports an axial dead load of 430 kN and anaxial live load of 860kN. The column is braced 4.50m above the ground.Assume that the bracing point is pinned and both ends are hinged. Theproperty of the column is as shown. Use the recommended k values. Takefy=400MPa. U=1.20DL+1.60LL.PROPERTIES OF W310 x129tw13.1 mmA 16500 mm²d=318 mmbf=308 mmSy =652 x10³ mm³rx 137 mmIx308 x10€ mm*100 x10€ mm*Iyry 77.8 mmw=129.6 kg/m3tf=20.6 mmSx1940 x10³ mm³43.Determine the Euler Critical Stress, MPa.a.264.00C.325.11b.233.09d. 374.6744.Determine the allowable compressive strength, MPa.264.00C.195.04a.b. 182.81d.233.0945.Which of the following give the axial load capacity, in KN?www.a.C.1969.893845.98b. 1772.9d.3461.38

SITUATION: A 6m column supports an axial dead load of 430 kN and an axial live load of 860kN. The column is braced 4.50m above the ground. Assume that the bracing point is pinned and both ends are hinged. The property of the column is as shown. Use the recommended k values. Take fy=400MPa. U=1.20DL+1.60LL. PROPERTIES OF W310 x129 A=16500 mm² d=318 mm bf=308 mm tw =13.1 mm Ix = 308 x10€ mm² Iy 100 x10€ mm² 1940 x10³ mm³ Sy =652 x10³ mm³ rx =137 mm ry =77.8 mm w=129.6 kg/m tf=20.6 mm Sx

SITUATION: A 6m column supports an axial dead load of 430 kN and an axial live load of 860kN. The column is braced 4.50m above the ground. Assume that the bracing point is pinned and both ends are hinged. The property of the column is as shown. Use the recommended k values. Take fy=400MPa. U=1.20DL+1.60LL. PROPERTIES OF W310 x129 A=16500 mm² d=318 mm bf=308 mm tw =13.1 mm Ix = 308 x10€ mm² Iy 100 x10€ mm² 1940 x10³ mm³ Sy =652 x10³ mm³ rx =137 mm ry =77.8 mm w=129.6 kg/m tf=20.6 mm Sx

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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