Question

In the final answer please I want a full number what you got in the Calculator. Thank you

What is the horizontal displacement at C to the nearest 0.0001 in? Include bending, axial, and shear energy. The members are rectangle (A'=A). E = 29,000 ksi G = 11,000 ksi 1 = 430 in A=A'=55 in? w = 9k/ft B 8 ft w 10 ft

Answer 1

gfE 75/216 given - E = 29,000 ksi G = 11,000 kisü I= 430 in 4 10ft ADA'= 553n2 step- Dormal load (M) Hi = 9 x 10 = go sm, =0 256.25 9X 10 XTO R2X830 R2 = 56.25 He=90k Ro=56.25R Vi = golpo 90-gad, = 56.25 goa, -ga, ² Mi = gklft X, M2 Na=0 VW-58.25 Ma = 56.25 ta 90 16602 다 56.25 N2 56.25

step-a Applied unit Applied unit load at point of deflection & Remove other load Ik M 30 8 R2X 8 - 1x10 =0 R2 = 1.25 X2 R2 = 1025 10 (the Nakla >IK V2 = 1.25% Na p 3.25 M2 = 1.25 X 2 =lk 1025 IR Vi = 1 al = 1.25 R 1.25 deflection due to Bunding Ma = 21 1.25 (Ac) zandling Mondae EL 8 10 X1234 0 C90 x 921 56.25R2X 1.25 H3 daz (29x103 ) *(430) *la's 29X103 X 430 115036 x 10-3 + 9.623 X10-4 → OUDOBVEZELÉBela 462611 inch deflection due to Ariail load A = Inpl 1XOX 96 AE 55 X 29000 Aacial Ench deflection due to shear k-1.2 from Rectangle 1.25 X 56.25 X 120 + 55 X29000 0.00529 10 2 Pede 2-3X 1X (2016 - 9:18:4) ROV A = GA JOUD X 55 8 (4.2) X 10 25 X 56.25 + so 0.00595 +0.001154 A 1000 X 55 = 0.004066 inch A TOTAL Dola 40 27346 Ary