Answered: Steel girder (A = 27,700 mm²) Steel…

Steel girder (A = 27,700 mm²) Steel floor beam (A = 10,450 mm²) A 6 m B -Steel column D E F 4. G H 100 mm concrete slab 3 at 3 m = 9 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

Related questions

Q: Determine the external reactions at A and F for the roof truss loaded as shown (positive answers are…

A: To Determine Ax, Ay and Fy

Q: A beam is loaded and supported as shown, where w1 600 Ib/n, w2 388 ft, a-3.7 ft, b 4.6 th, und e-…

A: F1 is the value of triangular load in region x = (0 to a) So, F1 = area of triangular loading

Q: The signboard truss is designed to support a horizontal wind load of 720 lb. If the resultant of…

Q: The members of the truss are 25mmx50mm in cross section. Determine the maximum load P that can be…

A: Given:- The cross-section of the truss = 25 mm × 50 mm The maximum stress in tension = 100 MPa The…

Q: Determine the force in member IJ of the truss shown. Indicate (-) sign for compression. Express your…

Q: Determine the external reactions at A and F for the roof truss loaded as shown. The vertical loads…

A: The FBD of the truss is shown below: Support A is hinge support, so it has 2 reactions and support…

Q: two wires are 492 mm² for AB and 214 mm² for AC. Wire AB is inclined 27-degrees with the horizontal…

Q: A 2 at 6 m = 12 m D B 20 kN 6 m 이명 3 m

Q: 2. A timber beam has a span of 5 meters and carries a uniform load of 10 KN/m. The dimension of the…

Q: 4 KN 2m SKN> C 1.5 A

Q: A steel channel is used as a purlin of a truss. The top chord of the truss is inclined at a slope of…

A: Weight of the purlin = 79 N/mDead load, DL = 720 N/m2Live load, LL = 1000 N/m2Wind load, WL = 1440…

Q: Two wires support a weight W. The stresses in the wires AB and AC are not to exceed 131 MPa and 192…

Q: Determine principal stress

A: Given Normal stress X = -10MPa Normal Stress Y = -3 MPa Shear stress = -2MPa To find Principal…

Q: | = 900 mm2 A= 1200 mm2 P. P2 D B ++250 mm- -350 mm - 500 mm

Q: 1. Replace the existing beam with a wide flange structural steel. The maximum flexural stress of…

A: Replace the existing beam with a wide flange structural steel.

Q: 4. Determine whether the following are in tension or compression: AD AB DE 2000 N 1000 N 8m 12 m D 6…

A: Compression Members: Compression members show the compaction or the compression force in the…

Q: A beam is used to support a concentrated load of 12 kN and a distributed load (w). The beam has the…

A: Maximum bending stress: The maximum stress that a member of a structure experiences by the load…

Q: A flooring system consists of parallel I-beam sections spaced at 3 m. on centers simply supported…

A: Given - Floor load of 750 N/m2 A = 11,500 mm^2 d = 350 mm; tw = 10 mm bf = 250 mm; tf = 16 mm Ix =…

Q: The roof of a single-story storage building shown is subjected to a uniformly distributed load of…

A: Given Data: UDL=2.4kPah=6mL=8m Required- To find the maximum bending moment (kN-m) in beam BE of a…

Q: a = 11.7 x 10/°C E = 200 GPa A = 1,200 mm2 a = 23 x 10/°c E = 70 GPa A = 900 mm2 200 kN 300 mm 200…

A: Coefficient of thermal Expansion = 11.7 x10-6 / Co Young`s modulus = E ab = 200 x 10 3 Mpa Area of…

Q: Determine the forces in members DE and DL. The forces are positive if in tension, negative if in…

Q: Question # 3: The built-up beam is fabricated from the three thin plates having a thickness 20 mm.…

A: Solution:

Q: Calculate the member forces of the loaded structure.

A: According to given data Calculate the member forces of the loaded structure. Given load 60 KN , 40…

Q: Q2 The simply supported beam supports an axial compressive load 20 kN as shown below. Determine the…

A: Bending stress Bending stress is the typical stress that an item experiences when it is exposed to a…

Q: An overhanging beam is carrying the following loads: • Pi = 10 kips • w = 6 k/ft • M = 24 k.ft The…

Q: pove the bottom of the beam f. = 35 MP Reinforced indices for the beam Safe ultimate moment capacity…

A: Given:- 300mm x 500mm span=5m f'c=35MPa Aps=1200mm2 To find:- a) Reinforced indices for the beam b)…

Q: Method (show them separately) and assuming the joist loads to be uniformly distributed on each…

Q: Determine the forces of DF, EF, FG (Tension or Compression)

A: Consider the given truss. Let the vertical reactions at A and C are RA and RC respectively. Take the…

Q: A cantilever timber beam with a span of L = 3.6 m supports a uniformly distributed load w. The beam…

Q: Determine CF, CE bar forces and indicate whether it’s tension and compression.

A: To determine the value of forces in members we will be using method of joints. In this method, each…

Q: In the truss shown in Figure. Determine the force member at AC. * 400 kN 800 kN 6 m D 3 m A: F 3 m 6…

Q: Determine all the bar forces of the cantilever truss ( see Figure 2). State if the members are in…

Q: PROBLEM 3 1.8 Find the maximum allowable value of P for the column. The cross-sectional areas and…

Q: For a roof truss system of an industrial building, following data is given Span of truss = 6.0 m…

Q: A bridge girder AB on a simple span of length L = 30 m supports a distributed load of maximum…

Question

The roof system of an office building consists of a 100 mm-thick reinforced concrete slab resting on four steel beams (A = 10;450 mm2), which are supported by two steel girders (A = 27,700 mm2). The girders, in turn, are supported by four columns. I. Determine the dead loads acting on beam AB, beam EF, and girder AG. II. Determine the live loads acting on beam AB, beam EF, and girder AG. Show handwritten free body diagram and solutions.

Steel girder
(A = 27,700 mm²)
Steel floor beam
(A = 10,450 mm²)
A
6 m
B
-Steel
column
D
E
F
4.
G
H
100 mm
concrete slab
3 at 3 m = 9 m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step by step

Solved in 2 steps with 8 images

SEE SOLUTION Check out a sample Q&A here

Similar questions

F1 Determine the reaction forces for a middle rafter and the beam. SLOPED RAFTERS BEAM -COLUMNS -BEARING WALL Reaction force for a middle rafter (one side) = Reaction force for the Beam (one side) = F2 80 # Live snow load = 25 psf Dead load: (1) Roof and Sheathing = 10 psf, (2) Rafters = 7 lb/ft, (3) Beam = 13 lb/ft Roof pitch: 5:12 Please round to the nearest one tenth (i.e., 0.1). Total load (LL+ DL) on a middle rafter after adjusting to horizontal projection = F3 000 000 $ F4 FRAMING PLAN FRONT ELEVATION lb % lb 9 BEARING WALL -RAFTERS@2400. F5 -BEAM COLUMN < SIDE ELEVATION MacBook Air F6 & lb/ft ▶11 * FB
The signboard truss is designed to support a horizontal wind load of 820 lb. If the resultant of this load passes through point C, calculate the forces in members BG and BF. The forces are positive if in tension, negative if in compression.Help!
A Howe scissors roof truss is loaded as shown. Determine the forces in members GI, HI, and HJ. F1 =2kN h = 1.5m
B1
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 uniformly distributed service dead load at beam DEF in kN/m Calculate the uniformly distributed service live load at beam DEF in kN/m.
4
Situation 1: Base on the figure below, the working stresses are 130 MPa for AB and 150 MPa for AC. The cross-sectional areas of AB and AC are 400 mm² and 200 mm², respectively B 25⁰ W 50⁰ C 1. Determine the allowable axial load for wire AC 2. Determine the allowable axial load for wire AB 3. Determine the largest weight W that can be supported by the two wires AB and AC:
A simply supported wood beam with a span of L = 15 ft supports a uniformly distributed load w. The beam width is b = 7 in. and the beam height is h = 13 in. The allowable bending stress of the wood is 860 psi. Determine the magnitude of the maximum load w that may be carried by the beam. b Answer: w = i lb/ft.
Situation #1: Compute for the force on membes EG and identify if it is in tension of compression. G 13 kN 2m 14 kN 2 m B 3 m 4 m 3 m