Do not use any unit and load(8&4) mention Determine the load in each member of the truss in figure below8.4DG16CH.A12121212IRHRÅ9/15/2021MET 2201 SCC Mark Kesh

Truss is a structure that is the combination of three or more members which acts as a single object.…

Answered: Determine the load in each member of…

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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What is the internal force in member AD? A. 750 N , T B. 450 N , T C. 750 N , C D. 450 N , C SHOW SOLUTIONS
Calculate the member force on member HF in Kips? Specify if T or C. 87.6 C 105.9 C 79.7 C 97.5 C 112.1 C
Calculate the vertical shear stress (N / cm2) at point A in the critical section of the beam below whose load and section is given? The cross section is symmetrical with respect to the y-axis. (Point A is on the body, point B is on the x-axis and point C is on the header.) (Q = 6000 N / m, P = 60000 N, L = 3 m, b = 50 cm t = 5 cm, h = 20 cm) please fast help please
Assume that the axial load P = 40kN applied to the lap joint is distributed equallyamong the three rivets. What is the smallest diameterof the rivetif the allowable stresses are 90 MPa for bearing between a plate and a rivet, and 40MPa for shear in rivets?
Determine the magnitude of the 15 points force in member CD using method of section * (O 35.3KN Tension O none of the above (O 15.02KN Tension () 27.7 KN Compression (O 13.83 KN Tension O 16.2 KN Compression
If the resultant force acting on the bracket isrequired to be a minimum, determine the magnitudes of F1and the resultant force. Set Φ = 30°.
The main beam of UB 610 x 229 x 101 kg/m in steel grade S275 supportssecondary beamsof UB 406 x 140 x 39 kg/mon its top flange.The schematic diagram of the floor supported by the beams is presented in Figure 1. b)The slab floor is reinforced concrete 150 mm thickwith 50 mm screed on top of it. The slab floor carriesthe uniform distributed load of 400 kg/m2.Calculate the ULS load on the secondary beam. 4xxx= 4715 1xxx= 1715 50xx= 5015
If P= 8.571 kN, Determine the stress in member CEassuming that the area in steel is 24 mm2.Show FBD
1.3 A two span beam subjected to shear and flexure only is reinforced as follows: Given: Stirrup diameter, ds = 10 mm Concrete f'c = 21 MPa Steel rebar fy = 415 MPa Stirrup fy = 275 MPa Beam size b x h = 270 mm x 450 mm Assume all bars laid out in single layer. Calculate: Nominal Moment strength of section at face of support for negative bending = ____?____ kN·m (nearest whole number)
Calculate the force on Member CH in Kips by the method of sections. if the given 30kip load at joint J and 25kip loads at joints B, C, D, E from the figure are replaced by 85kip and 108kip loads respectively. Express your answer in 2 decimal places. Include (-) negative sign if the force is compression.
Problem 11.075 - Determine the vertical deflection of point C caused by the load P Each member of the truss shown is made of steel and has a cross-sectional area of 5 in2. Using E = 29 × 106 psi, determine the vertical deflection of point C caused by the 10-kip load P. (Round the final answer to three decimal places.) The vertical deflection of point C is in. ↓.
An I beam whose flange width is 357mm, flange thickness is 15mm, web thickness is 20mm, total depth of 450mm and Fy of 248MPa is to be used to carry a uniform load all throughout its length, 3m. 1. What is the allowable bending stress? a. 153.69 MPa b. 161.75 MPa c. 192.69 MPa d. 168.23 MPa 2. Determine the moment of inertia of the section. a. 0.732 x 10⁹ mm⁴ b. 0.517 x 10⁹ mm⁴ c. 0.630 x 10⁹ mm⁴ d. 0.810 x 10⁹ mm⁴ 3. What is the maximum safe uniform load that the beam could carry? a. 402.58 kN/m b. 164.6 kN/m c. 476.56 kN/m d. 541.6 kN/m

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