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
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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-
Xị mm
Y mm
10 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.
: Determine maximum compressive and
tensile flexure stress.
P=1.5 kn , X1=175mm , Y=175mm
3 kN/m distributed load
A
B
Fig. Q4.
1 m
3 m
2 m
2 m
Transcribed Image Text: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- Xị mm Y mm 10 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. : Determine maximum compressive and tensile flexure stress. P=1.5 kn , X1=175mm , Y=175mm 3 kN/m distributed load A B Fig. Q4. 1 m 3 m 2 m 2 m
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