Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Question
Chapter 2, Problem 7P
To determine
Find the dead load acting on the beam BF and girder AD.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these 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 Fig. P2.7. Determine the dead loads acting on beam BF and girder AD.
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.
Steel floor beam
(A = 9,100 mm²)
Steel girder (A = 25,600 mm²)
D-Steel
T column
A
B
C
I-
130 mm
10 m
concrete
slab
F
3 at 5 m= 15 m
G
AG. P2.7, P2.10
2.3 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 Fig. Determine the dead loads
acting on beam BF and girder AD.
Steel floor beam
(A = 9,100 mm²)
A
10 m
E
B
Steel girder (A = 25,600 mm²)
C
I
I
F
G
3 at 5m= 15m
H
Steel
column
130 mm
concrete
slab
Knowledge Booster
Similar questions
- 3. The floor of an apartment building, shown in Fig. P2.3, is subjected to a uniformly distributed load of 45 psf over its surface area. Determine the loads acting on the floor beams AF, BG, and CH, and the girders AC and FH, of the framing system.arrow_forwardThe floor area of an apartment building is subjected to a uniformly distributed load of 45 psf over its surface area. Determine the loads acting on the floor beams AF, BG, and CH and the girders AC and FH.arrow_forwardTwo simply supported beams B, and Bz have spans l and 21 respectively. Beam B, has a cross-section of Ix1 units and beam b2 has a cross-section of 2 x 2 units. These beams are subjected to concentrated loads w each at the centre of their spans. The ratio of the maximum flexural stress in these beams is A. 4 B. 2 1 2 D. 4 C.arrow_forward
- A beam having a span of 4m is subjected to a maximum shear of 20 kN. It has a triangular cross - section having a base width of 140 mm and an altitude of 300 mm. Which of the following gives the maximum shearing stress developed on the beam? a. 1.43 MPa b. 1.80 MPa c. 1.62 MPa d. 1.78 MPaarrow_forwardThe 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 %3D Steel floor beam (A-9,100 mm-) Steel girder (A-25,600 mm2) D. Steel column 130 mm 10 m concrete slab 3 at 5 m-15 marrow_forward13 1.6 The floor system of a gymnasium consists of a 130-mm-thick concrete slab resting on four steel beams (A = 9100 mm2) that, in turn, are supported by two steel girders (A 25600 mm2), as shown in Fig. 2.3. Determine the dead loads acting on beam BF and girder %3D AD. Steel floor beam (A = 9,100 mm²) Steel girder (A 25,600 mm2) Steel column B 130 mm 10 m concrete slab G 3 at 5 m 15 marrow_forward
- A cast iron beam is of T-section as shown in Fig. 7.21. The beam is şimply supported on a span of 8 m. The beam carries a uniformly distributed load of 1.5 kN/m length on the entire span. Determine the maximum tensile and maximum compressive stresses. 100 mm 20 mm 32.23 Fmm 80 mm 100 mm 67.77 mm 20 mm- Fig. 7.21arrow_forwardA box beam, built up as shown in Fig.. , is secured by screws spaced 5 in. apart. The beam supports a concentrated load P at the third point of a simply supported span 12 ft long. Determine the maximum value of P that will not exceed fy = 120 psi in the beam or a shearing force of 300 lb in the screws. What is the maximum flexural stress in the beam? 8 in 6 in 8 in 10 inarrow_forwardA 5-m long simply supported timber beam carries two concentrated loads, as shown in Figure P of the beam are shown in Figure F (a) At section a-a, determine the magnitude of the shear stress in the beam at point H. (b) At section a-a, determine the magnitude of the shear stress in the beam at point K. (c) Determine the maximum horizontal shear stress that occurs in the beam at any location within the 5-m span length. (d) Determine the maximum compression bending stress that occurs in the beam at any location within the 5-m span length. 2m 14 kN 1² 2 m 42 kN 0.5 m -x a' en Im 150 mm 100 mm H K 150 mm 450 mm The cross-sectional dimensionsarrow_forward
- A doubly symmetrical I-section beam is reinforced by a flat plate attached to the upper flange as shown in Fig. P.10.3. If the resulting compound beam is subjected to a vertical shear load of 200 kN, determine the distribution of shear stress in the portion of the cross section that extends from the top of the plate to the ncutral axis. Calculate also the shcar force per unit length of bcam resisted by the shear connection between the plate and the flange of the I-section beam.arrow_forwardThe 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,…arrow_forwardThe floor of a building, shown in Fig. 2.6(a), is subjected to a uniformly distributed load of 3.5 kPa over its surface area.Determine the loads acting on all the members of the floor system.arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you