Find the vertical movement of P if P is 120 KN. A Rigid beam with negligible mass ispinned at one end andsupportedby turo Rods, The beam 20as initiallyhORIZontal before the load nas appliedFind the ventical mozement of P.H P Is120 KNSteelAluminum4m3m.3m2m.imp=120 kNSteelA= 600mm?E 200 GAaAluminumA=900 mm2E=70 GPa

Answered: pinned atone end and supported by two…

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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Use the siopsdeflction method, dra . axal fors, shear fore, and bending ot dingrams fo the e shown i the fgus. e fre has pi uppors t A e D and constat modlus of lastiiy £). The moments of fneria ) for sach mermbr indicted i the fgure. 1510 1510 | 12 k/m
the service load bending moments acting on a rectangular beam 333 mm wide and 617mm deep are 139.65kn-m for dead load and 91.15kn-m for live load. f'c=29.99moa fy=414mpa p=0.68pbak db=20mm ds=10mm stirrups are sipral calculate the D/C ratio in percentage
Table of values: bf = 1482 mmbw 462 mmt = 292 mm fc' = 28.2 MPafy = 384 MPad = 1011 mmd' = 112 mmL(beam) = 15.1 mW_D1= 48.4 kN/mW_L1 = 56.9 kN/mW_D2 = 184.4 kN/mW_L2 = 208.9 kN/mPROBLEM: A simply-supported T-beam is subjected to two pairs of distributed loads: pair 1 (W_D1, W_L1)and pair 2 (W_D2, W_L2). The geometric, material and loading properties are all given on thetable above. 1. 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.
d(mm)=125 q(kN/m)=3.0 F(kN)=2.0 T allow(MPa)= 2.5
Question:- A 7.5 meters long simply supported structural steel beam carries two concentrated loads P at every third points. Use A 572 Grade 65 steel with Fy=448.18 MPa. The beam is W310x23.8 section having the given properties. A=3040mm² d= 305mm tw= 5.6mm bf=101mm tf= 6.7 mm Ix= 43x10⁶ mm⁴ Iy=1.2x10⁶mm⁴ a) Calculate the allowable bending stress of the compression flange of beam 7.5 fully supported against lateral movement. b) Based from the previous question, calculate the value of concentrated load P that the beam could support safety.
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.
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?
Perform the indicated operation: (5+2i)+(7+4i)
A simple beam AB supports two concentratedloads P at the positions shown in the figure. A support C at the midpoint of the beam is positioned at dis-tance d below the beam before the loads are applied. Assuming that d 5 10 mm, L 5 6 m, E 5 200 GPa, and 198 10 mm 6 4 I 5 3 , calculate the magni-tude of the loads P so that the beam just touches the support at C.
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
P1(kN)=30 d(mm)=18 L(m)=4.0
A simply-supported T-beam is subjected to two pairs of distributed loads: pair 1 (??1, ??1) and pair 2 (??2, ??2). The geometric, material and loading properties are all given.bf = 1326mmbw = 425mmt = 268mmLbeam = 13.4mWD1 = 54 kN/mWD2 = 152 kN/mWL1 = 53.4 kN/mWL2 = 181.7 kN/mfc' = 22.8 MPafy = 179.9 MPad = 879mmd' = 98mm 1. Solve for the height of the compression stress block using pair 1. 2. Solve for the theoretical steel area using pair 1. 3. Using ?? = 0.004, solve for the theoretical steel area using pair 2. 4. Using ?? = 0.005, solve for the theoretical steel area using pair 2.

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pinned atone end and supported by two Roads, The beam 20as initially hORLZontal before the load ras applicd Find the verticalmozement og P.HPIS 120 KN Steel Atuminum 4m 3m. 3m 2m im p=120 kN