The floor system of a gymnasium consists of a 130-mm-thick concrete slab resting on four steel beams (A = 9,100 mm2) that, in turn, are supported by two steel girders (A = 25,600 mm2), as shown in Figure. Determine the dead loads acting on beam BF and girder AD. %3D Steel floor beam Steel girder (A-25,600 mm) (A-9,100 mm-) D Steel B column 130 mm 10 m concrete slab 3 at 5 m-15 m

The floor system of a gymnasium consists of a 130-mm-thick concrete slab resting on four steel beams (A = 9,100 mm2) that, in turn, are supported by two steel girders (A = 25,600 mm2), as shown in Figure. Determine the dead loads acting on beam BF and girder AD. %3D Steel floor beam Steel girder (A-25,600 mm) (A-9,100 mm-) D Steel B column 130 mm 10 m concrete slab 3 at 5 m-15 m

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 floor system of a gymnasium consists of a 130-mm-thick concrete slab resting on four steel beams (A = 9,100 mm2) that, in turn, are supported by two steel girders (A = 25,600 mm2), as shown in the figure. Determine the dead loads acting on beam BF and girder AD. Question 1: What is the total dead load of girder AD in kN/m?
shows the floor framing plan of a reinforced concrete building. All beams are 300 mm x 600 mm. The properties are as follows: slab thickness = 100 mm; super imposed dead load = 3 kPa; live load = 4.8 kPa; concrete unit weight = 24 kN/m3. The columns at E and H are deleted thus girder BEHK alone supports beam DEF at E and beam GHI at H. Calculate the total ultimate load in kN concentrated at E induced by beam DEF using tributary area method.
The floor system of an apartment building consists of a 4-inch-thick reinforced concrete slab resting on three steel floor beams, which are in turn supported by two steel girders, as shown below. The areas of cross section of the floor beams and the girders are 18.3 in.2 and 32.7 in.2, respectively. Determine the live load acting on beam CD.
The floor system of a gymnasium consists of a 130-mm-thick concrete slab resting on four steel beams (A=9,100 mm2) that, in turn, are supported by two steel girders (A=25,600 mm2), as shown below. Determine the live load acting on the beam BF.
The floor system of a gymnasium consists of a 130-mm-thick concrete slab resting on four steel beams (A=9,100 mm2) that, in turn, are supported by two steel girders (A=25,600 mm2), as shown below. Determine the point load acting on girder AD at point C.
The floor system of a gymnasium consists of a 130-mm-thick concrete slab resting on four steel beams (A = 9100 ). That, in turn, are supported by two steel girders (A = 25,600 ), Determine the live loads acting on beam BF and girder AD. See Fig. a
a simply supported beam is carrying a varying load and a uniform load as shown in the figure. If the beam properties are given below, what is the final stress at bottom of beam section at a distance 2.47m from the right support where the totall losses of the prestressing force is 24% mpa beam wid=217mm height= 480mm varying load= 9.67kn/m uniform load = 4.27 kn/m x = 3.32 y = 5.95 Prestressing force = 429kn eccentricity = 95mm
determine the resultant of the forces : A = 800N at 40degrees , B=600N at 160degrees and C=200N at 300 degrees
A beam with length L is FIXED at both ends. It is loaded with a concentrated force P at L/3 from the first support. (a) Draw the Loading Diagram. (b) Determine the deflection at midspan, EI is constant. (c) If the beam is made of steel, what is its elastic modulus? (d) If the beam has a length of 10 meters, cross section of 200x200mm, and force P is 10 kN, what is the deflection at midspan (in millimeters)?
Two blocks are connected by a light, flexible cable that passes a frictionless pulley. Block A weighs 500N and block B weighs 200N. The coefficient of static friction between A and the ramp is 0.30. Determine: (a) If the motion is impending down the plane, what is the tension force in the cable connecting Block A and Block B. (b) Are the two block in equilibrium state? 3 dec places pls
length=7m height=250mm UDL on the beam=38.5KN/M d=812mm Mass of the beam=65.9kg/m a. Consider design loads( udl+self weight) b. Calculate and draw the Bending Moment Diagram (BDM).What is the value of the maximum bending moment? c. Calculate and draw the Shear Force Diagram (SFD).What is the value of the maximum shear force? d. Using the table, calculate the maximumdeflection of the beam.
3:)In the figure, the hollow square section chimney made of stone brick is under the effect of a triangle radiated force, which is assumed to be equivalent to the wind load. Maximum intensity of the load per unit area q0 = 1.2 kN / m2. Specific weight of stone brick pt=15 kN/m3 pressure safety stress in brick (ϭsafe)z=200 kN/m2. Chimney cross section dimensions a = 2.5 m, b = 2 m . Calculate the maximum height h at which the chimney can be built so that no tensile stress occurs between the floor and the chimney, and find the normal stress distribution at the base of the chimney (Note: neglect the shear effect.)