All question pertain to the following floor plan. The floor load is 60 lb/ft2. Ignorethe self weight of the members. The building is three stories tall.I-GZ20 10!C2I-B130'22 What is the value in kips of the point load in the middle of girder G1?

Consider the free body diagram; Calculate Uniformly distributed load on beam B1 Udl=…

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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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Analysis of T beam with compression steel. Calculate the ultimate moment of resistance of a T beam with following dimensions: = 140 mm, bw = 200 mm, b = 675 mm, d = 390 mm, DE effective cover to compression steel = 25 mm Ast = 6 # 25 diameter bars and A = 2 # 20. Assume Fe250 steel and M30 concrete. 140 675 2#20 6#25 200 390
What is the ultimate uniaxial load capacity of the given column section, according to the design strengths of the materials? Concrete is C30, longitu- dinal steel bars and ties are B420C. Longitudinal bars are o14, ties are o10. b= 300 mm, h= 400mm. The column will be produced on site with adequate quality control. %3D h 1357 kN b) 750 kN 2490 kN d) 1150 kN 1470 kN Leave blank
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III. A simply-supported rectangular concrete beam with a width of 300mm wide, 600 mm total depth, and 5.8 m long, is needed to accommodate both ceiling height clearance below and the superimposed loads. If f' = 28 Mpa and steel 415 Mpa, fy = 13) what is the allowable resisting moment of the beam without 300 mm stressing the concrete beyond 0.45f"c and steel 0.60f,? Use the transformed area method and rn 8 65 mm 2 #25mm 535 mm 600 mm 14) what is the allowable resisting moment of the beam using the strength design method. 4 #32 mm 65 mm 15) Compare the results of (a) and (b) and comment your observation.
An axially loaded tied column must sustain the following service loads: = 1,000 kN = 1,600 kN Total Dead Load Live Load Required Strength, U = 1.2D + 1.6L Reduction Factor Concrete f'c Steel fy 0.65 21 MPa 420 MPa Determine the size of a square column (mm) using an 3% vertical bar steel ratio. 500 550 O 400 450
A floor panel 6.0m x 7.0 m (on center dimension) has girders with a typical size of 300mm x 450mm and columns on the corners with a size of 350mm x 350mm. A 250mm x 300mmbeam is placedin the middle on the panel, parallel to 7.0 mdimension. The panel will carry a total load (dead load and live load combined) of 17kN/m2. The panel and members aremade up of concrete that weighs 24kN/m3. The beamissimply supported as they are attached to the girders, while girders are fixed tothecolumns. a.Determine the distributed self-weightof beams and girdersalong its length. b.Determine the total distributed loads to the beamand girders. c.Draw the beams and girderswithallthe loadingsthat they carry. Girders with similar loadings can be drawn once;just indicate the girder names.
The uniform distributed load (dead+live) for the building below is 120 psf. Calculate force transmitted by Gl into column C2. Draw free-body diagrams for all beams and girders involved in calculating this load. 8' 12' C3 G2 OPEN B1 B2 G1 G3 B3 C10- G4
A. Beams Analysis - Determining Moment Capacity for beam (Under-Reinforced, Over-Reinforced, Balanced Conditions) 3 #19 -350 mm- 520 mm 600 mm 80 mm *For the problem above, use f'c = 28MPa and Fy = 414MPa. e. What is the corresponding strength-reduction factor to use? Is it tensioned- controlled, compression-controlled or in transition zone? f. What is the Moment Capacity Mn?
The floor system used in a school classroom consists of a 4 in. Reinforced stone concrete slab. Sketch the loading that acts along joints BF and side girder ABCDE. Use metric units.

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All question pertain to the following floor plan. The floor load is 60 lb/ft2. Ignore the self weight of the members. The building is three stories tall. I- GZ 20 10! C2 I- B1 30' 22 What is the value in kips of the point load in the middle of girder G1?