For the simply supported beam, We would like to determine the internal loads at point E, which is halfway between B and C. Given: T=41 KN a= 20 deg M= 29 kN.m 20 kN M BE C a T .5m+-3m+-+2 m²-| D Calculate the internal shear force at point E in KN.
For the simply supported beam, We would like to determine the internal loads at point E, which is halfway between B and C. Given: T=41 KN a= 20 deg M= 29 kN.m 20 kN M BE C a T .5m+-3m+-+2 m²-| D Calculate the internal shear force at point E in KN.
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