Given the figure from question number 1 kindly answer the question number 2. Show the complete solution. Thank you! 2. What is the Resultant force (R)of the forces in the figure? What isits direction with respect to thehorizontal?3. What is the equivalentmagnitude and the sense ofmoment in the figure?Note: Given couples/momentsare automaticallyadded/subtracted to thesummation of moments equation.4. EMA = R(d) + M, find d.%3DSupport yGrd size:F3F2130mF4100A=B=Cニ 9D=iE = 0よ=2Down10 N-mFs1. Find the magnitude and sense of momentof the following forces about point A:a) F1 = ab Nb) F2 = cd Nc) F3 = ef Nd) F4 = eca Ne) Fs = dbf NSupport

Given Data: F1=ab N F2=cd N F3=ef N F4=eca N F5=dbf N It is asked to find the resultant of forces.…

Answered: 1. Find the magnitude and sense of…

1. Find the magnitude and sense of moment of the following forces about point A a) F1 = ab N b) F2 = cd N c) F3 = ef N d) F4 = eca N e) Fs = dbf N

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A W12 x 79 is used as a column section with an unbraced length of 4.1m. Assume Kx = Ky =1.0.Use Fy = 245 MPa, fc' = 28 MPa. The column is interfaced to a concrete pedestal. E = 200000 MPa. Properties of W12 x 70 A = 14968 mm2 Sx = 1753 x 103 mm3 d = 314.45 mm Sy = 587 x 103 mm3 bf = 306.83 mm rx = 135.64 mm tf = 18.69 mm ry = 77.47 mm tx = 11.94 mm a) Compute the max. Capacity of the column section. b) Design the size of the column base plate. c) Design the thickness of the base plate.
A support is a fixed support, B is a movable support, and the distance of the cantilever in both directions is given as 3 m, triangularThe normal force (N), shear force (V) of the frame system acting on distributed loads, uniformly distributed loads and single loads.draw bending moment (M) diagrams? (AC = 1m, CD = 2m, Console overhangs: 3m, OD = 4m, OE = 4m,BE= 2m)
Please Answer it fast on Sheet of paper. F1=1.5KN ,F2=3.8KN, a=3.6m ,b=2.0m ,c=1.3m. You need to find Forces in member (CH,AH and CD) And whether it's +ve or -ve.
Steel Design Given: S = 2m L = 10m Superimposed dead load = 5 kPa Live load = 3.6 kPa Properties of Beam BFA section = W 460 x 97 kg/mArea (A) = 12320 mm^2Depth (d) = 465 mmFlange Width (bf) = 193 mmFlange Thickness (tf) = 19mmWeb Thickness (tw) = 11 mm Moment of InertiaIx = 445 x 10^6 mm^4Iy = 23 x 10^6 mm^4Yield Strength, Fy = 248 MPar (radius of gyration of a section compromising the compression flange plus 1/3 of the compression web area of compression flange = 50 mm. Consider bending about the x-axis. 1. The compression flanges are laterally supported only at midspan. With this condition, what is the permissible flexural stress if Cb = 1.0?
A steel column carries an axial load of 787 kN and a moment of 69 kN-m at the top and moment at the bottom which is only70% of the moment at the top. The two moments are in opposite direction and applied about the x-axis and the steel section has the following properties:A = 12974 mm2rx= 109 mmry= 94 mmSx = 1200 x 103 mm3K=1.0L= 3.6 mE = 200,000 MpaFy = 248 MpaUse NSCP specification for compressive stress and Fb =148 Mpa. Questions:Determine the Compressive Stress if Axial load only existed.
A steel column carries an axial load of 787 kN and a moment of 69 kN-m at the top and moment at the bottom which is only70% of the moment at the top. The two moments are in opposite direction and applied about the x-axis and the steel section has the following properties:A = 12974 mm2rx= 109 mmry= 94 mmSx = 1200 x 103 mm3K=1.0L= 3.6 mE = 200,000 MpaFy = 248 MpaUse NSCP specification for compressive stress and Fb =148 Mpa. Questions:Determine the Compressive Stress if Axial load only existed. Note: The answer should close 60 MPA
At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925sq.mm. fc'=17.24MPa, fy=413.7MPa. The depth of the compression block is _mm. A. 136.00mmB. 146.00mmC. 126.00mmD. 156.00mm
A simple beam having a span of 10 m carries a dead load (including its own weight) of 6.5 kN/m. The beam is continuously braced and A992 steel. Properties: A= 9484 mm2 Ix= 333 x 10^6 mm4 d= 456.95mm Sx= 1457x10^3 bf= 190.37 mm Zx= 1655x10^3 mm3 tf= 14.48 mm What is the allowable shear strength (kN)? tw= 9.02 mm
22 Determine the plastic moment strength (kN-m) of a C10x30, A572 Gr. 50 steel, about the minor axis. d = 254 mm bf = 80.52 mm tw = 12.95 mm tf = 12.73 mm A. 16.85 B. 27.46 C. 19.74 D. 23.44
A rectangular reinforced concrete beam 350 x 550 mm (b x d) is provided with 3H25 bar (As = 1473 mm2) as compression steel. Determine the area of tension steel needed for the beam to attain its full moment capacity. Calculate the corresponding ultimate moment of resistance. Assume fck = 35 N/mm2and fyk = 500 N/mm2and d’ = 60mm. Take until 2 decimal point for each calculation. Notes : Internal forces Fcc = 0.567fck(b x 0.8x) = 0.454 fck bx Fst = 0.87 fyk As Moment of resistance with respect to steel, M = Fcc.z Moment of resistance with respect to concrete, M = Fst.z Mbal = Kbal fck bd2 where Kbal = 0.167 As ‘ = (M-Mbal) / 0.87 fyk (d-d’) As = Mbal / 0.87 fyk zbal + As’
The rigid beam is supported by a pin atA and steel wires BE and CE. Determinethe load P on the beam that causes theend C to be displaced 10 mmdownwards. Est = 200 GPa. Use area ofsteel wires to be 300 mm2
A simply-supported T-beam is subjected to two pairs of distributed loads: pair 1 (wD1, wL1)and pair 2 (wD2, wL2). The geometric, material and loading properties are all given on thetable above. bf=1368mm bw=408mm t=248mm fc'=25.2MPa fy=336MPa d=918mm d'=92mm Lbeam=12.2m wD1=42.2kn/m wL1=50.2kn/m wD2=170.2kn/m wL2=193.3kn/m1. Solve for the height of the compression stress block using pair 1. 2. Solve for the theoretical steel area using pair 1. 3. Using Es = 0.004, solve for the theoretical steel area using pair 2. 4. Using Es= 0.005, solve for the theoretical steel area using pair 2.