***please be as accurate as possible this is extra credit because we did bad on test***
***please be as accurate as possible this is extra credit because we did bad on test***...
***please be as accurate as possible this is extra credit because we did bad on test*** Determine the maximum shear stress in ksi to the nearest 0.1 ksi. P b a = 3 ft b= 4 ft C= 3 in d = 9 in P = 321 kip
***please be as accurate as possible this is extra credit because we did bad on test*** Question 1 5 pts The following cross section has a moment applied around the local X axis (horizontal axis at the centroid). Determine the maximum TENSILE stress in ksi to the nearest 0.1 ksi. a I b a = 0.5 in b = 9 in c= 0.2 in d = 3 in M = 88 k-ft
***please be as accurate as possible this is extra credit because we did bad on test*** What is the reaction at B in kips to the nearest 0.1 kip? a = 5 ft b= 4 ft C= 4 ft d = 5 ft P = 16 kip P. с B A a b / d re
***please be as accurate as possible this is extra credit because we did bad on test*** What is the maximum positive strain for the following beam to the nearest 1 με? L1 (1) (2) h b1 b2 P = 70 k L1 = 10 ft b1 = 1 in b2 = 3 in h = 12 E1 = 16,000 ksi E2 = 29,000 ksi
***please be as accurate as possible this is extra credit because we did bad on test*** What is the moment at C to the nearest 0.01 k-ft? M A + + L1 L2 3 L4 L1 =8 ft L2 = 10 ft L3= 8 ft L4 = 9 ft M = 30 k-ft w = 3 k/ft
***please be as accurate as possible this is extra credit because we did bad on test*** tot a I h t t b1 ++ b2 + + What is the shear flow at a to the nearest 0.01 k/in? V = 42 k b1 = 2 in b2 = 6 in t = 2 in h = 9 in
What is the ROTATION at B (to the nearest 0.0001 radians)? a = 8 ft b= 9 ft P = 183k E = 16 x 103 ksi | = 3,905 in 4 P A 7 b
*** i only have one attempt at this please be as accurate as possible. The last 6 questions i posted have all been wrong on here. *** D 6 in. (1) H 56 in. y 2.5 in. V 10 in. H- 8 in. B C 27 in. Р Cross-sectional dimensions. 72 in. 36 in. A steel hollow section is supported by a pin connection at A and by an inclined steel rod (1) at B as shown. A concentrated load...
Extra Credit, 40 points. There are 15 extra credit problems in the 4 tables below. The answers to these 15 problems are contained in the Extra Credit Answer Table Below. On your multiple choice answer sheet, write the number from the Extra Credit Answer Table that best corresponds to the 15 extra credit problems 50 Table 1. Extra Credit Problems 1-4 1. calcium nitride 2. Sr3(PO4)2 3. HCO Table 2. Extra Credit Problems 5-8 group of the periodic table. 6...
YOU DONT HAVE TO DO THE EXTRA CREDIT. ALSO IF YOU DONT FEEL LIKE GRAPHING THEN YOU DONT HAVE TO DO THAT I DONT LIKE GRAPHING EITHER 3) a. Solve the systems of equations BY HAND, using any of the matrix methods we discussed in this class. DO NOT USE YOUR CALCULATOR FOR THIS PART. 4x + 8y - 4z = 4 3x + 8y + 5z = -11 -2x + y + 12z = -17 b. Now solve the...