Design a one way slab to support a uniform live load

Assignment Help Civil Engineering

Reference no: EM13545652

1.Draw the moment diagram for the beam. EI is constant. Assume the support at A is fixed and B and C are rollers.

2.The latitude of a course is -195.61 feet and the departure is +572.53 feet. What is the azimuth and the length of the course respectively,

a. 108deg 51’ and 605.03 ft.

b. 109deg 44’ and 605.03 ft.

c. 161deg 09’ and 615.25 ft

d. 108deg 51’ and 615.25

3.Determine a set of a rectangular beam design values b,d and As that will be needed to support a factored bending moment Mu= 450 Kip-ft.

Use f'c= 4500 psi and fy= 40000 psi. Use beam width of approximately 0.6 times the effective depth.( b=0.6 d).

4.Design a one way slab to support a uniform live load of 300 psf. The beam is simply supported with a span of 20 ft. Use a reinforcement ration ( Ps) of 0.008 Use f'c=3000 psi and fy=60000 psi.

Reference no: EM13545652

Questions Cloud

What is the maximum weight of the crate that the system can : Rope BCA passes through a pulley at point C and supports a crate at point A. Rope segment CD supports the pulley and is attached to an eye anchor embedded in a wall. Rope segment BC creates an angle of = 74.0 with the floor and rope segment CD

Find the capacity of the column with 1% reingforcement : A circulatr concrete column with a diameter of 8" has spiral reinforcing. Find the capacity of the column with 1% reingforcement. Find the capacity of the column with 8% reinforcement.

Sketch how you will place the bars and calculate : Concrete cover on both sides. Sketch how you will place the bars and calculate the location of the effective depth. Place as many bars in the lower layers as possible.

Determine for each case the ration of the total energy : Consider two cases: (1) a constant wind velocity that is twice the mean wind velocity and operating half the time; and (2) a constant wind velocity that is three times the mean wind velocity operating one-third of the time. At all other times, the wi..

Design a one way slab to support a uniform live load : Design a one way slab to support a uniform live load of 300 psf. The beam is simply supported with a span of 20 ft. Use a reinforcement ration ( Ps) of 0.008 Use f'c=3000 psi and fy=60000 psi.

The angle measured counterclockwise between line ab and : The true azimuth of line AB is 193 degrees 20'. The angle measured counterclockwise between line AB and another line AC is 205 degrees 10'. The true azimuth of line AC is:

What is the elevation of point n : A leveling rod is held vertically on another point N. When a sight is taken on the rod, the telescope is inclined so that the horizontal cross line of the transit intersects the rod at a reading of 4.9 ft.

What was the difference in elevation between the two points : A rod was held on point B and the telescope is inclined so that the horizontal cross line of the transit intersects the rod at the 5.2 ft mark.If the reading on the vertical limb of the transit was +25° 19’, what was the difference in elevation betwe..

What is the diameter of the ball : A child at a park finds a ball floating in a freshwater pond (temperature 30 degree C). The child swims to the ball and, with an incredible amount of dexterity, balances himself on the ball

User Account

All Pages