A) Consider the frame in the adjoining figure, which is subjected to the following actions: Case...

 

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A) Consider the frame in the adjoining figure, which is subjected to the following actions: Case 1) Distributed load acting on member BC only Case 2) Initial curvature I member CD only Case 3) Support settlement at point D only Determine the horizontal displacement at point B for each of the above cases. B) Consider load case 4 below where all actions act simultaneously Case 4) All actions combined = Cases 1+2+3 Determine for case 4 the support reactions, member force in AB and horizontal displacement at B Enter your answers in the space provided. Dimensions: b cl EI EAI Case 7.8 m 4.1 m 6.2 m 325000 kNm² ∞ KN Absolute Value Unit Direction A) Horizontal displacement at point B under the individual actions of cases 1, 2 & 3 Distributed load acting on member BC only, ABw= Case 2 Initial curvature in member CD only, AB= Case 4 B) All actions combined Provide your answer for the followings to an accuracy of 2.5% and up to 6 decimal places for deflection Case 3 Support settlement at point D only, ABD= At point D: Vertical reation Dy= At point A: Vertical reation Ay= Member CD: Axial force Ncp= At point B: Horizontal displacement AB= Loading: Absolute Value Unit W ΦΟ SD Direction 10.5 kN/m 0.0006 rad/m 0.016 m A B W↓ с 10 Фо T D C A) Consider the frame in the adjoining figure, which is subjected to the following actions: Case 1) Distributed load acting on member BC only Case 2) Initial curvature I member CD only Case 3) Support settlement at point D only Determine the horizontal displacement at point B for each of the above cases. B) Consider load case 4 below where all actions act simultaneously Case 4) All actions combined = Cases 1+2+3 Determine for case 4 the support reactions, member force in AB and horizontal displacement at B Enter your answers in the space provided. Dimensions: b cl EI EAI Case 7.8 m 4.1 m 6.2 m 325000 kNm² ∞ KN Absolute Value Unit Direction A) Horizontal displacement at point B under the individual actions of cases 1, 2 & 3 Distributed load acting on member BC only, ABw= Case 2 Initial curvature in member CD only, AB= Case 4 B) All actions combined Provide your answer for the followings to an accuracy of 2.5% and up to 6 decimal places for deflection Case 3 Support settlement at point D only, ABD= At point D: Vertical reation Dy= At point A: Vertical reation Ay= Member CD: Axial force Ncp= At point B: Horizontal displacement AB= Loading: Absolute Value Unit W ΦΟ SD Direction 10.5 kN/m 0.0006 rad/m 0.016 m A B W↓ с 10 Фо T D C

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Sol d 78m 6411m 62m 1 425000 kNm EA Go 1 125 knm 0 00006 rad mn SD 0021m Calculate Max Bom ... View the full answer