The left support of the cable shown is located 10 m below the right support. The lowest point on the cable is 13 m below the right support. If the maximum tension in the cable resulting from a uniformly distributed load w along the horizontal is 300 kN, d

Question

Question

Answer 1

Answer #1

answered by: Ephemargi

Answer 2

Similar Homework Help Questions

x Incorrect Two beams support a uniformly distributed load of w = 28 kN/m, as shown....

x Incorrect Two beams support a uniformly distributed load of w = 28 kN/m, as shown. Beam (1) is supported by a fixed support at A and by a simply supported beam (2) at D. In the unloaded condition, beam (1) touches, but exerts no force on, beam (2). Beam (1) has a depth of 300 mm, a moment of inertia of 11 = 125 x 106 mm, a length of L = 3.4 m, and an elastic modulus of...
Select the lightest W shape to support a uniformly distributed load of 80 kN/m and concentrated...

Select the lightest W shape to support a uniformly distributed load of 80 kN/m and concentrated loads of 26kN located 4.5 m from the end of the beam. The beam is 16 m, Deflection is not to exceed span/280.
Consider the overhang beam shown in (Figure 1). Suppose that P = 3 kN , M = 8 kN⋅m , w = 4 kN/m . Point D is located just to the left of the roller support at B, where the couple moment acts. Follow the sign convention.

Q.2) A boxed beam shown below supports a uniformly distributed load w 180 N/m. Two parts of the b...

Q.2) A boxed beam shown below supports a uniformly distributed load w 180 N/m. Two parts of the beam AB and BC are connected by a pin at B. Using the integration method, find the deflection at B. Assume E = 200 GPa. 40 180 N/m 60 mm 1 m 75 mm Beam Cross-section Q.2) A boxed beam shown below supports a uniformly distributed load w 180 N/m. Two parts of the beam AB and BC are connected by a...
Compute the maximum tensile and compressive bending stress for the cantilever beam with uniform load w = 65 kN/m and the cross-section shown below.

Compute the maximum tensile and compressive bending stress for the cantilever beam with uniform load w = 65 kN/m and the cross-section shown below.
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....

Consider the beam shown in (Figure 1). Suppose that M= 7 kip·ft, P = 4 kip, w = 1.1 kip/ft, and point D is located just to the left of the 4-kip load. Follow the sign convention.

Consider the beam shown in (Figure 1). Suppose that M= 7 kip·ft, P = 4 kip, w = 1.1 kip/ft, and point D is located just to the left of the 4-kip load. Follow the sign convention. Part A Determine the internal normal force at section passing through point D. Part B Determine the internal shear force at section passing through point D. Part C Determine the internal moment at section passing through point D. Part D Determine the internal normal force at section passing through point E. Part...
The rectangular slab as indicated in figure 1 below is simply supported along all four edges and is subjected to an (ultimate) uniformly distributed load of 22 kN/m2 . The slab is isotropically reinforced. Determine the yield moment "m" for the slab.