Question

In: Civil Engineering

What is the maximum tension (kN) on a cable carrying 2.5 kN/m uniform load if the...

What is the maximum tension (kN) on a cable carrying 2.5 kN/m uniform load if the lowest point of the cable is 40m and 3m away from the one of the support along the horizontal and vertical direction respectively? Round off to 3 decimal places.

Solutions

Expert Solution

Given a cable on which Uniformly distributed load (w) =  2.5KN/m is acting.

Lowest point on cable (h) = 40m and 3m away from one of the supports

As the lowest point is at midpoint on the cable, so 3m would be halfway on the cable, so the total length of the cable is (2 * 3) = 6m

therefore, Length of cable (L) = 6m

We need to find maximum tension on the cable

The maximum tension in the cable is the Resultant reaction at any support

So, first we need to determine vertical reaction and horizontal reaction at any of the support

  • Vertical reaction

as the loading is uniform , so the support reaction will be:

VA = VC = (wL)/2 = (2.5 * 6)/2 = 7.5KN

  • Horizontal reaction

As there is no horizontal force , so, HA = HC

Taking moment about point B (lowest point), and considering forces on left side, we get:

  

HA = 0.28125 KN

Maximum tension in cable (Tmax) = Resultant reaction at any support

Resultant reaction at A = RA

RA = 7.505 KN

Therefore, the maximum tension in the cable (Tmax) = 7.505 KN

  


Related Solutions

A rectangular beam carrying a uniform load of 26 KN/m including its own weight is limited...
A rectangular beam carrying a uniform load of 26 KN/m including its own weight is limited in cross section to 300 mm x 500 mm. The beam is simply supported in a span of 6 m. Using fc = 7 Mpa, fs = 124 Mpa, n = 12, ?? = 40 ???, ?? = 1.7 ???, ?????? ?ℎ? ????. Allow 65 mm distance from centroid of steel bars to extreme fibers.
square footing 4×4 m carrying a load of 400 KN and the moment of 200 KN.m...
square footing 4×4 m carrying a load of 400 KN and the moment of 200 KN.m compute the maximum and minimum bearing pressure
. A rectangular steel bar is subjected to a fluctuating load from 30 kN tension to...
. A rectangular steel bar is subjected to a fluctuating load from 30 kN tension to 30 kN compression. The bar is 30 mm wide and 7 mm thick with a hole in the middle that is 4 mm in diameter. Find the fatigue and yield factor of safety if the steel is cold-drawn AISI 1040. If the fatigue factor nf<1 and ny>1 then that means that the system will fail at a finite number of cycles. If that is...
A simply supported beam 10m long carries a uniform load of 24 kN/m. Using E =...
A simply supported beam 10m long carries a uniform load of 24 kN/m. Using E = 200 GPa, I = 240x10^6 mm4 Using CBM (conjugate beam method): A. Determine the rotation (in degrees) of the beam at a point 4m from the left support. B. Determine the deflection at a point 4m from the left support.
A 400 mm concrete wall supports a dead load of 280 KN/m and a live load...
A 400 mm concrete wall supports a dead load of 280 KN/m and a live load of 230 KN. The allowable bearing pressure is 230 KN/m2 and the level of the bottom of the footing is 1.5 m below the ground surface. Assume concrete weighs 24 KN/m3, that of soil is 15.74 KN/m3, fc’ = 20.7 Mpa, fy = 248 MPa,. Use 25 mm diameter reinforcing bars. Thickness of footing = 500 mm and concrete cover is 75 mm. Calculate...
A 400 mm concrete wall supports a dead load of 280 KN/m and a live load...
A 400 mm concrete wall supports a dead load of 280 KN/m and a live load of 230 KN. The allowable bearing pressure is 230 KN/m2 and the level of the bottom of the footing is 1.5 m below the ground surface. Assume concrete weighs 24 KN/m3, that of soil is 15.74 KN/m3, fc’ = 20.7 Mpa, fy = 248 MPa,. Use 25 mm diameter reinforcing bars. Thickness of footing = 500 mm and concrete cover is 75 mm. Calculate...
A 400 mm concrete wall supports a dead load of 280 KN/m and a live load...
A 400 mm concrete wall supports a dead load of 280 KN/m and a live load of 230 KN. The allowable bearing pressure is 230 KN/m2 and the level of the bottom of the footing is 1.5 m below the ground surface. Assume concrete weighs 24 KN/m3, that of soil is 15.74 KN/m3, fc’ = 20.7 Mpa, fy = 248 MPa,. Use 25 mm diameter reinforcing bars. Thickness of footing = 500 mm and concrete cover is 75 mm. Calculate...
A simply supported flanged beam subjected to a factored load of 60 kN/m (including dead load...
A simply supported flanged beam subjected to a factored load of 60 kN/m (including dead load and live load). The beam has an overall depth of 600 mm including slab thickness of 100 mm. The width of the beam is 230 mm, effective span of the beam is 6.25 m and effective cover to the tension reinforcement is 50 mm. Assume M25 grade concrete and Fe415 steel. Check whether the beam needs to be designed as singly reinforced or doubly...
Design a RC wall of 4.6m height to support a factored load of 650 KN/m and...
Design a RC wall of 4.6m height to support a factored load of 650 KN/m and factored moment of 30 KNm at right angles to the length of wall. The distance between cross wall is 4m. Sketch the reinforcement details.
   Determine the maximum allowable span of nominal 2x4 wall forms studs carrying a design load...
   Determine the maximum allowable span of nominal 2x4 wall forms studs carrying a design load of 1000 psf. Stud spacing is 16” on center. Use the allowable stresses for Douglas Fir from Table 13-8 and 7 day load duration. Assume that studs are continuous over 3 or more spans. Limit deflection to l/360 of span length. Based on the maximum allowable span, check for crushing of studs on double 2x4 wales. Conditions are dry.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT