***please be as accurate as possible this is extra credit because we did bad on test***
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***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***...
***please be as accurate as possible this is extra credit
because we did bad on test***
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
***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***
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***...
***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***...
***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***...
***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
3.35 points 4.35 points 5. 10 points 6.Extra Credit 10 points 110 total possible points Your grad...
3.35 points 4.35 points 5. 10 points 6.Extra Credit 10 points 110 total possible points Your grade will be determined on a 100 point scale. 1. Determine the reaction on the member at A and at B 750 lb 3 ft 2 ft
3.35 points 4.35 points 5. 10 points 6.Extra Credit 10 points 110 total possible points Your grade will be determined on a 100 point scale. 1. Determine the reaction on the member at A and at B...
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let...
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=9.0 ft, c=5.0 ft, d=4.0 ft, w = 8 kips/ft and P = 75 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. W X A B C D E a b с For this loading, calculate the reaction forces Ay and Ey acting on the...
Part 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam...
Part 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.0 ft, b=7.0 ft, c=5.0 ft, d=4.0 ft, w = 13 kips/ft and P = 90 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. w B с D E b с d For this loading, calculate the reaction forces Ay and Ey acting on the...
Use the graphical method to construct the shear-force and bending moment diagrams for the beam shown....
Use the graphical method to construct the shear-force and bending moment diagrams for the beam shown. Let a=4.0 ft, b=5.0 ft, c=5.0 ft,d=3.0 ft. w = 7.5 kips/ft and P = 30 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. с D E b For this loading, calculate the reaction forces A, and E, acting on the beam. Positive values for the reactions...
***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***
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
***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 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***
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***
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
3.35 points 4.35 points 5. 10 points 6.Extra Credit 10 points 110 total possible points Your grade will be determined on a 100 point scale. 1. Determine the reaction on the member at A and at B 750 lb 3 ft 2 ft
3.35 points 4.35 points 5. 10 points 6.Extra Credit 10 points 110 total possible points Your grade will be determined on a 100 point scale. 1. Determine the reaction on the member at A and at B...
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=9.0 ft, c=5.0 ft, d=4.0 ft, w = 8 kips/ft and P = 75 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. W X A B C D E a b с For this loading, calculate the reaction forces Ay and Ey acting on the...
Part 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.0 ft, b=7.0 ft, c=5.0 ft, d=4.0 ft, w = 13 kips/ft and P = 90 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. w B с D E b с d For this loading, calculate the reaction forces Ay and Ey acting on the...
Use the graphical method to construct the shear-force and bending moment diagrams for the beam shown. Let a=4.0 ft, b=5.0 ft, c=5.0 ft,d=3.0 ft. w = 7.5 kips/ft and P = 30 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. с D E b For this loading, calculate the reaction forces A, and E, acting on the beam. Positive values for the reactions...
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