Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 2, Problem 3P
To determine
Find the loads acting on the beams AF, BG, CH and the girders AC and FH.
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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 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 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
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- 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 slabarrow_forwardA 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_forward2. The portion of truss shown represents the upper part of a power transmission line tower. For the given loading, determine the forces in members EJ, EH, and CE. State whether each member is in tension or compression.arrow_forward
- The 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_forwardiss 40 mm 200 m 40 mm FIG. P5.100 5.100 The bending moment acting on the cross section of the beam is M = 1.8 kN m. Find the maximum tensile and compressive bending stresses acting on the cross section.arrow_forwardProblem 9.7 A Z-section as shown in Fig. 9.13 is subjected to a bending moment of 2 kN-m due to loads acting in a plane making an angle of 30° with the vertical axis. Determine the bending stresses at A, B, C and D. y P 8cm (3) u 1cm k y 1 1 1 1 1 X | YA → B 30° C 1çm 1 8cm 0 18 DV 1cm 15cmarrow_forward
- EXAMPLE 6-16 The beam shown in Fig. 6-29a has a cross-sectional area in the shape of a channel, Fig. 6-29b. Determine the maximum bending stress that occurs in the beam at section a-a. 2.6 kN 13/12 2 m (a) 1 m. y=59.09 mm N 15 mm- -250 mm- C 20 mm AT 200 mm -15 mmarrow_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_forwardFigure Q2a shows a truss structure in static equilibrium supported at points A and B, where each truss member AB, AC, BC, BD, CD, DE & CE are all the same length at 1.75 m. Calculate the reaction forces RA and RE when subjected to vertical loads at nodes B, D & C where F1 = 458 kN acts at joint B, F2 = 636 kN acts at joint D and F3 = 870 kN acts at joint C. respectively. Give your answers in kilonewtons (kN) to 2 decimal places. A 01010 60⁰ F1 B 60° C F3 60⁰ Figure Q2a F2 D 60° Earrow_forward
- How to solve problems regarding joint loads in trusses for example this problem: Determine the force in each member of the truss supporting a floor deck as shown inFigure 1. The deck is simply supported on floor beams which, in turn, are connectedto the joints of the truss. Thus, the uniformly distributed loading on the deck istransmitted by the floor beams as concentrated loads to the top joints of the truss.arrow_forwardDetermine the forces in DF, EF, and EG in the truss shown diagrammatically in the figure.arrow_forwardHOW TO SOLVE THIS QUESTION STEP BY STEParrow_forward
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