Homework Answers
![I = 5, +4Iy = 1 b host 4 (2 b 2 h + Andr) (100x150) +4 (+ *sovnt sornzx69] = 28.125x10674(0.0012206+ 2.8566x106) = 39.58x10](http://img.homeworklib.com/questions/587af0e0-f8c9-11eb-bbc4-b9d3c7a41a62.png?x-oss-process=image/resize,w_560)
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0.3 m 10 kN 40 mm Problem 2 (10 Points) For the beam and loading shown,...
Consider the beam and loading shown. Given: P 8.8 kN 03 m 40 mm 12 mm...
Consider the beam and loading shown. Given: P 8.8 kN 03 m 40 mm 12 mm 150 mm 12 mm 100 mm -200 mm 1.5 m 1. Determine the largest shearing stress in section n-n. (Round the final answer to the nearest whole number.) kPa. The largest shearing stress is 02019 McGraw HIll Bducation Al rights cosorved For the beam and loading shown, consider section-nand take P 177 kN. 160 mm 20 mm 100 mm 30 mm 500 mm- 500...
For the beam and loading shown, consider section n-n. Given: P= 145 kN. 72 mm 450...
For the beam and loading shown, consider section n-n. Given: P= 145 kN. 72 mm 450 mm 72 mm 72 mm t= 6 mm 600 mm 192 mm Determine the largest shearing stress in that section. MPa The largest shearing stress is|
For the beam and loading shown below, 3 kN 3 KN 1.8 kN/m SO mm B...
For the beam and loading shown below, 3 kN 3 KN 1.8 kN/m SO mm B 300 mm D 1 - -1.5 m 1,5 m - 1.5 m Q2-PART@) Determine the reaction force at A = ? (in kN) Q2-PART(b) Determine the moment inertia along the horizontal neutral axis for the cross section of the beam = ? (in 106 mm) Q2-PARI(C) Determine the maximum normal stress due to bending on a transverse section at C = ? (in MPa)
Consider the beam and loading shown. Given: P=69 KN ,15,15 30 15 15 05 m 1...
Consider the beam and loading shown. Given: P=69 KN ,15,15 30 15 15 05 m 1 1 .5 m OS m Dimensions in mm Determine the largest shearing stress in section n-n. (Round the final answer to two decimal places.) The largest shearing stress in section n-nis D 7 MPa.
! Required information Consider the beam and loading shown. Given: P=73 KN 15,1530 15 15 20...
! Required information Consider the beam and loading shown. Given: P=73 KN 15,1530 15 15 20 0.5 m a 20 n 120 40 20 -1.5 m 20 0.8 m -90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) The shearing stress at point a is MPa.
Required information Consider the beam and loading shown. Given: P=69 KN 15 15 30 15, 15...
Required information Consider the beam and loading shown. Given: P=69 KN 15 15 30 15, 15 20 0.5 m P . 5 20 n 120 40 n 20 1.5 m 20 0.8 m 90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) The shearing stress at point a is MPa.
The beam has the loading and the shear diagram as shown. Consider a cross section between...
The beam has the loading and the shear diagram as shown. Consider a cross section between C and D, determine: • the maximum shearing stress in that cross section, • the shearing stress at point Hon the web of the beam at the same cross section. 15 kN 8 KN 9 KN 12 KN -180 mm 40 mm А B C D E F H 3 m + 2m +2 m-42 m 4 m T 180 mm 12 KN 9...
Required Information Consider the beam and loading shown. Given: P-73 kN 15 15 30 15 15...
Required Information Consider the beam and loading shown. Given: P-73 kN 15 15 30 15 15 20 0.5 m 20 120 40 11 20 1.5 m 20 0.8 m -90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) MPa. The shearing stress at point a is
7.26 Torking stress in either tension or compression is AMS. 92.8 mm x 185.6 mm o MPa. am 3 m long is simply supported at each end and carries a uniformly distributed load of 10 kN/m. The beam...
7.26
Torking stress in either tension or compression is AMS. 92.8 mm x 185.6 mm o MPa. am 3 m long is simply supported at each end and carries a uniformly distributed load of 10 kN/m. The beam at rectangular cross section, 75 mm x 150 mm. Determine the magnitude and location of the peak bending ress. Also, find the magnitude of the bending stress at a point 25 mm below the upper surface at the section midway betwcen supports....
For the beam and loading shown, consider section n-n and determine (a) the largest shearing stress...
For the beam and loading shown, consider section n-n and determine (a) the largest shearing stress in that section, (b) the shearing stress at point a. 10 kips 10 kips 8 in. in. 152 4 in. -4in 16i 12 i. 16 in.
Consider the beam and loading shown. Given: P 8.8 kN 03 m 40 mm 12 mm 150 mm 12 mm 100 mm -200 mm 1.5 m 1. Determine the largest shearing stress in section n-n. (Round the final answer to the nearest whole number.) kPa. The largest shearing stress is 02019 McGraw HIll Bducation Al rights cosorved For the beam and loading shown, consider section-nand take P 177 kN. 160 mm 20 mm 100 mm 30 mm 500 mm- 500...
For the beam and loading shown, consider section n-n. Given: P= 145 kN. 72 mm 450 mm 72 mm 72 mm t= 6 mm 600 mm 192 mm Determine the largest shearing stress in that section. MPa The largest shearing stress is|
For the beam and loading shown below, 3 kN 3 KN 1.8 kN/m SO mm B 300 mm D 1 - -1.5 m 1,5 m - 1.5 m Q2-PART@) Determine the reaction force at A = ? (in kN) Q2-PART(b) Determine the moment inertia along the horizontal neutral axis for the cross section of the beam = ? (in 106 mm) Q2-PARI(C) Determine the maximum normal stress due to bending on a transverse section at C = ? (in MPa)
Consider the beam and loading shown. Given: P=69 KN ,15,15 30 15 15 05 m 1 1 .5 m OS m Dimensions in mm Determine the largest shearing stress in section n-n. (Round the final answer to two decimal places.) The largest shearing stress in section n-nis D 7 MPa.
! Required information Consider the beam and loading shown. Given: P=73 KN 15,1530 15 15 20 0.5 m a 20 n 120 40 20 -1.5 m 20 0.8 m -90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) The shearing stress at point a is MPa.
Required information Consider the beam and loading shown. Given: P=69 KN 15 15 30 15, 15 20 0.5 m P . 5 20 n 120 40 n 20 1.5 m 20 0.8 m 90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) The shearing stress at point a is MPa.
The beam has the loading and the shear diagram as shown. Consider a cross section between C and D, determine: • the maximum shearing stress in that cross section, • the shearing stress at point Hon the web of the beam at the same cross section. 15 kN 8 KN 9 KN 12 KN -180 mm 40 mm А B C D E F H 3 m + 2m +2 m-42 m 4 m T 180 mm 12 KN 9...
Required Information Consider the beam and loading shown. Given: P-73 kN 15 15 30 15 15 20 0.5 m 20 120 40 11 20 1.5 m 20 0.8 m -90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) MPa. The shearing stress at point a is
7.26
Torking stress in either tension or compression is AMS. 92.8 mm x 185.6 mm o MPa. am 3 m long is simply supported at each end and carries a uniformly distributed load of 10 kN/m. The beam at rectangular cross section, 75 mm x 150 mm. Determine the magnitude and location of the peak bending ress. Also, find the magnitude of the bending stress at a point 25 mm below the upper surface at the section midway betwcen supports....
For the beam and loading shown, consider section n-n and determine (a) the largest shearing stress in that section, (b) the shearing stress at point a. 10 kips 10 kips 8 in. in. 152 4 in. -4in 16i 12 i. 16 in.
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