The floor system of a gymnasium consists of a 130- mm-thickconcrete slab resting on four steel beams (A = 9;100 mm")that, in turn, are supported by two steel girders (A = 25;600mm2), as shown in Fig. P2.7. Determine the dead loads actingon beam BF and girder AD.Steel floor beam(A = 9,100 mm²)Steel girder (A = 25,600 mm²)D-SteelT columnABCI-130 mm10 mconcreteslabF3 at 5 m= 15 mGAG. P2.7, P2.10

Given data: The unit weight of concrete as The unit weight of steel as

Answered: The floor system of a gymnasium…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A heavy storage warehouse building is made of 200 mm thick stone concrete floor. The floor slab having a length of 9 m and width of 4 m is directly over the top of the simply supported beam as shown in Figure Q2 as in APPENDIX II. The beam is made from reinforcement concrete with the size 250 mm x 300 mm. The combination of dead load and live load will be provided with the resultant force, P at point C. The beam is supported with roller support at both ends A and B. Given the value of elastic modulus, E = 200 kN/mm2.Evaluate the value of load P, the slope and deflection at point D using the Macaulay method.
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The steel reinforced concrete slab shown in Fig. Q3 below has a 200mm thickness and is supported by 3 concrete beam girders at equal spacing of 9m. The deck is monolithically attached to the girders and has a total length of 20m and a width of 10m. It is reinforced with 15 x q16 steel bars across the length (19m length each bar) and 10 x p16 steel bars across the width (9m each bar). 3. 9 m Fig. Q3 (a) Assuming a nominal concrete unit weight of 25kN/m' and a steel unit weight of 78kN/m³, calculate the dead load G in kN. Consider only the deck selfweight and the selfweight of the steel reinforcement. Neglect the concrete beam girders. (b) The concrete deck carries a live load Q of 6kN/m Determine the total design load of the deck for the ultimate (ULS) and serviceability limit states (SLS) in kN (neglect the beam girders). (c) A steel column is 4m long and has a diameter of 0.50m. It is subjected to a compressive force of 20MN. Given that the, elastic modulus of the material is 210GPA,…

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The floor system of a gymnasium consists of a 130- mm-thick concrete slab resting on four steel beams (A = 9;100 mm") that, in turn, are supported by two steel girders (A = 25;600 mm2), as shown in Fig. P2.7. Determine the dead loads acting on beam BF and girder AD.