Q3. A Flag Pole has a length of 4 m. The pole is made of A-36 grade steel. The cross sectionof the pole is as shown in Fig.Q3. Determine maximum vertical load carrying capacity.X1=175mm „Y= 175mmXị mm20 mm-Xị mmY mm10 mmFig. Q3.10 mm300 mmQ4. A beam is loaded as shown in Fig.Q4. The cross section of the beam is as shown inFigQ3.: Determine maximum compressive andtensile flexure stress.P=1.5 kn , X1=175mm , Y=175mm3 kN/m distributed loadABFig. Q4.1 m3 m2 m2 m

Given; X1=175mm X2=175mm Length, L=4m

Q3. A Flag Pole has a length of 4 m. The pole is made of A-36 grade steel. The cross section of the pole is as shown in Fig-Q3. Determine maximum vertical load carrying capacity. X1=175mm ,Y= 175mm Xị mm 20 mm Xy mm 10 mm Y mm Fig. Q3. 10 mm 300 mm Q4. A beam is loaded as shown in Fig Q4. The cross section of the beam is as shown in FigQ3. tensile flexure stress. : Determine maximum compressive and P=1.5 kn , X1=175mm , Y=175mm 3 kN/m distributed load Fig. Q4. 3 m 2 m 2 m

Q3. A Flag Pole has a length of 4 m. The pole is made of A-36 grade steel. The cross section of the pole is as shown in Fig-Q3. Determine maximum vertical load carrying capacity. X1=175mm ,Y= 175mm Xị mm 20 mm Xy mm 10 mm Y mm Fig. Q3. 10 mm 300 mm Q4. A beam is loaded as shown in Fig Q4. The cross section of the beam is as shown in FigQ3. tensile flexure stress. : Determine maximum compressive and P=1.5 kn , X1=175mm , Y=175mm 3 kN/m distributed load Fig. Q4. 3 m 2 m 2 m

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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