2-3. The floor system used in a school classroom consists of a 4-in. reinforced stone concrete slab. Sketch the loading that acts along the joist BF and side girder ABCDE. Set a- 10 ft, b- 30 ft. Hint: See Tables 1.2 and 1.4. *24 Solve Prob. 2-3 with a = 10 ft, b= 15 ft. 2-5. Solve Prob. 2-3 with a = 7.5 f, b = 20 ft.

2-3. The floor system used in a school classroom consists of a 4-in. reinforced stone concrete slab. Sketch the loading that acts along the joist BF and side girder ABCDE. Set a- 10 ft, b- 30 ft. Hint: See Tables 1.2 and 1.4. *24 Solve Prob. 2-3 with a = 10 ft, b= 15 ft. 2-5. Solve Prob. 2-3 with a = 7.5 f, b = 20 ft.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The steel framework is used to support the 4-in. reinforced stone concrete slab that carries a uniform live loading of 400 lb/ft2. Sketch the loading that acts along members BE and FED. Set a = 9 ft, b = 12 ft. Hint: See Table 1.2.
The beam CBA is supported by a ball and socket support at A and two cables BD,BE as shown. It is loaded by two forces F=945 KN and P=315 KN.
Find the max tension on member DI in kN. Put "0" if none. a= 4.5m b= 4.8m c= 50kN d= 68kN
Compute moment (kN-m) at support D.
From the given cantilever truss shown supported by hinged A and roller at B. culate the force at FG. A.) 12.4 N b.) 10 N c.) 16.2 N d) 8.78 N
compute the force in member FJ
For the following continuous beam, which is hinged connected at D, using the load combination 1.4G+1.6Q calculate: Maximum positive design moment at span BC (+Md,BC) Maximum negative design moment at support B (-Md,B) G=15 kN/m Q= 10 kN/m
The floor system shown carries a live load of 4.80kpa live load and 100mm thick concrete slab. Let point A and Point C be pin and roller support, respectively and determine the: A. Maximum factored loadings at girder ABC. Note that beams AD,BE and CF transmits its load to girders ABC and DEF. B. Determine the shear equation of girder ABC
The box girder below is subjected to a shear of V=15kN. Determine the shear flow at point B. Give your answer in kN/m.
The Channel section is used as a purlin placed on top of trusses with spacing of 4 m and slope 1V to 4H. The purling are supporting a total uniform load of 24 kN/m. Properties of Channel: Sx = 119 x 10^3 mm^3 Sy = 87 x 10^3 mm^3 Compute the maximum bending stress if supported by sagrods at third points. Round your answer to 2 decimal places.
ha suspension bridge of span 120 m has two three hinged stiffening girders supported by two cable having central dip of 10m the road way has a width of 8m the D.L on the bridge is 5knm and live load is 10knm which covers the right half of the span determine the B.M S.F in the grider at 40. from the left end side also calculate the maximum tension in the cable
subj: civil engineering A 50-mm diameter bar is used as a simply supported beam 3 m long. The flexural stress is limited to 50 MPa. If w = 36. •Find Fb(bottom) and Ft(top). (F = Mc/I) •Plot the flexural stress and draw a shear & moment diagram.