ut E = 20 000 KN/cm² (aso) I = 145 750 cm 4 5KN 2 kN/m 30 4 kN/m A EI J₁ Im Im QEF 4m EI 3m 3 KN D 2m 2m

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answerhappygod
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ut E = 20 000 KN/cm² (aso) I = 145 750 cm 4 5KN 2 kN/m 30 4 kN/m A EI J₁ Im Im QEF 4m EI 3m 3 KN D 2m 2m

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Ut E 20 000 Kn Cm Aso I 145 750 Cm 4 5kn 2 Kn M 30 4 Kn M A Ei J Im Im Qef 4m Ei 3m 3 Kn D 2m 2m 1
Ut E 20 000 Kn Cm Aso I 145 750 Cm 4 5kn 2 Kn M 30 4 Kn M A Ei J Im Im Qef 4m Ei 3m 3 Kn D 2m 2m 1 (42.09 KiB) Viewed 31 times
analyze the frame by the method of forces. determine:
a) supportive reactions
b) bending moment diagram
c) maximum moment in the gantry
d) maximum moment per bar
e) shearing diagram
f) normal effort diagram
(Please reply legibly and with all the details).
ut E = 20 000 KN/cm² (aso) I = 145 750 cm 4 5KN 2 kN/m 30 4 kN/m A EI J₁ Im Im QEF 4m EI 3m 3 KN D 2m 2m
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