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 carying capacity.X1=175mm Y= 175mmX, mm20 mmX, mmY mm10 mmFig. Q3.10 mm300 mmA beam is loaded as shown in Fig.Q4. The cross section of the beam is as shown inFigQ3.tensile flexure stress.Q4.: Determine maximum compressive andP=1.5 .X1=175mm, Y=175mm3 kN/m distributed loadABFig. Q4.1m3 ш2 m2)

Solution (3) Given; A36 grade steel Length is =4m X1=175mm X2=175mm

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. Detemine maximum vertical load carrying capacity. X1-175mm Y= 175mm X, mm 20 mm- X, mm Y mm 10 mm Fig. QJ. 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 , X1-175mm, Y#175mm 3 kN/m distributed load B Fig. Q4. 3m 2m 1

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. Detemine maximum vertical load carrying capacity. X1-175mm Y= 175mm X, mm 20 mm- X, mm Y mm 10 mm Fig. QJ. 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 , X1-175mm, Y#175mm 3 kN/m distributed load B Fig. Q4. 3m 2m 1

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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