A uniformly distributed load of 3 Kn/m across the span of a fixed-fixed timber beam with span L=4 m issupported by the beam. A 2 Kn concentrated load, 1 m away from the left support. If the permittedbending and shear loads are 10 Mpa and 2.5 Mpa, respectively, find the cross-sectional dimensions.h=2b is the cross-section of the beam. If possible, kindly provide explanations.Properly display each of the following:The magnitude and direction of each reactive componentsdiagrams of shear and momentsthe beam's cross sectional measurements

Step 1: Step 2: Step 3: Step 4:

Answered: A uniformly distributed load of 3 Kn/m…

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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Q2) For single story building shown in Figure below, all beams are 300x500 mm, all columns are 300x300 mm. The building subjected to dcad load 3 KN/m and the roof live load 8 KN/m 5 m 0.3 a. The slab thickness for deflection control. b. Check the shear adequacy of the slab. c. By using Ø 12 mm, what is the required 12 m positive reinforcement at section A-A?. d. If the top reinforcement at section B-B is Ø 12 mm @ 200 mm, show if this reinforcement is adequate to support the applied load? e. Find the maximum applied load on beam A &B 0.3 B 12 m 0.3 12e200 53m 5.30 m Good Luck 1 045
A simply supported rectangular concrete beam has a clear span of 6m. Has a width of 400 mm and has an effective depth of 625 mm. The beam supports a total factored load of 168 kN/m which includes the weight of the beam. Fc'=27.6 Mpa, Fy=414 Mpa. Use normal weight of concrete. a. Determine the location from the face of the support where the 10 mm stirrups theoretically not necessary. Hint: Value of the capacity of concrete to resist shear is necessary for this problem b. Determine the spacing requirement at the critical section.
Calculate the value of the k, factor for the bending stresses for a simply supported uniform timber beam. The beam is 7.5 m long and has a self-weight of 1.8 kN/m. An imposed load of 6 KN acts at mid-span of beam. Wrong answers will be downvoted. Solve carefully
E6
A 1.6-m-long cantilever beam supports a concentrated load of P = 7.2 kN. The beam is made of a rectangular timber having a width of 120 mm and a depth of 280 mm. Calculate the shear stress due to the applied load at a point located d = 131 mm below the top surface of the beam. 280 mm A B 1.6 m 120 mm O 258 kPa O 230 kPa О 303 КРa О 320 kPa О 433 КPa
1. Determine the maximum load P that can be applied to the beam if the bearing plates A and B' have square cross sections of 5cm x 5cm and 20cm x 20cm respectively, and the allowable bearing stress for the material is o = 3 MPa. 20KNI A 20KNI 2 m A 30KNI 2 m 20KNI 2 m B B` 6 m
A rectangular concrete beam has a width of 350 mm and an effective depth of 600 mm. The beam is simply supported over a span of 5 m and need to carry a uniform dead load of 24 kN/m and a unifrom live load of 35 kN/m. Assume f'c = 25 MPa and fy=275 MPa. d'= 60 mm a) Determine the maximum tension steel area for singly reinforced condition in sq. mm. b) Determine the required tension steel area to counteract the load applied in sq. mm. c) Determine the required number of 28 - mm tension bars.
A simply supported rectangular beam of length 6.45m has a width of 390.5mm and an effective depth of 610.5mm. The beam is to be reinforced using 12 ?? bars. The beam supports service dead loads of Wd = 13.5kN/m and WL = 35.5kN/m. f'c = 28Mpa and fy=420 MPa %3D Given: b= 390.5 mm d= 610.5mm L= 6.45 m Wd = 13.5 kN/m WL = 35.5 kN/m %3D 1. Calculate the ultimate moment capacity of the beam. 2. Calculate the height of the equivalent stress block. 3. Determine the number of bars required for this beam.
2. The roof truss shown in Figure is pinned at point A, and supported by a roller at point H. Determine the force in member DG and DF.Use method of sections D 55 kN 45 kN MATHalino.com 2.5 m 1.5 m 1.5 m MATHalino.com H. 2 m C 2 m 2 m 2 m 90 kN MATHalino.com
A 62.6-kN vertical load P is applied at the corner of the square cross section of the steel compression member AB, which is free at its top A and fixed at its base B. Knowing that for the grade of steel used oy=345 MPa and E= 200 GPa, and using the allowable-stress method, determine the smallest allowable dimension d. B D 1.5 m The smallest allowable dimension dis mm.
Help me answer, thank you.
60KN A ANALYZE THE STRUCTURE USING PORTAL FRAME METHOD Compute: 1. Axial Load of AD 2. Moment at Support B 3. Moment of Member EF at E Show Complete Solution B 7m E 5m LL F 8m

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