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Figure-1 shows a J-type hanger. A vertical load of 15 kN is acting at 75 mm from the CG of the hanger as shown. Determine (a) the state of stress at section XX, (b) vertical deflection, (c) horizontal deflection. Consider the deflection due to bending only.

Question-Answer › Category: Strength of Materials › Figure-1 shows a J-type hanger. A vertical load of 15 kN is acting at 75 mm from the CG of the hanger as shown. Determine (a) the state of stress at section XX, (b) vertical deflection, (c) horizontal deflection. Consider the deflection due to bending only.
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GME asked 1 year ago

Figure-1 shows a J-type hanger. A vertical load of 15 kN is acting at 75 mm from the CG of the hanger as shown. Determine (a) the state of stress at section XX, (b) vertical deflection, (c)horizontal deflection. Consider the deflection due to bending only.

Q. No 2. Part-B Figure-1 shows a J-type hanger. A vertical load of 15 kN is acting at 75 mm from the CG of the hanger as show

 

d = 50 mm 150 15 kN 75 Figure 1

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Sazid Ahmad answered 1 year ago

 

=> d d = 50 mm F = 15 kn a 75 mm . 150 mm - I a Q 1 Fa 15 x103 x 0.075 1125 N. m. Stress due to bonding My I 1125 x 10.052) Thorizontal => As per figure comsides dumany load so energy I 2 U a CEa - Orx² dor ЗЕІ. l t cloc 2 2 a 2 E?a² + ax + a Faco 17ie SH 19 1 2 EI Ic-Fala () q -15000 x 0.075 x co. 15.02 x x x x ax 200 x 10 You X (0.0604 4.125 xlou X x 8 SH O. u125 mm

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