Determine the magnitude of the resultant force acting on the plate as shown: 田 SET A SET B 888 F1 150 100 F2 350 250 888 350 F3 300 F4 350 400 888
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Q: Determine the magnitude of the resultant force acting on the plate as shown: SET A SET B 888 100 F1…
A: To Determine The magnitude of the resultant force acting on the plate.
Q: 国 SET A SET B SET C 888 F1 150 100 200 F2 350 250 350 888 F3 300 350 250 888 F4 350 400 400 888
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- The class is called ARC2501 architectural structues at St. Petersburg College If unable to answer please direct me to someone who can. For beam 2 find reactions R1and R2 Show sheaer magnitude at each support show magnitude and location of maximum shar (Vmax) show magnitude and location of maximum Moment (Mmax)Sketch the cross-sectional picture of a W8x67 sitting on top of a W16x26 (the vertical centerlines are colinear). NOTE: The webs are vertical. The magnitude of the Area Moment of Inertia about the horizontal centroidal axis of the built-up member is _____in4.A 0.65kg, 50m tape was standardized and supported throughout its whole length and found to be 0.00205m longer at an observed temperature of 31.8°C and a pull of 10KN. This tape was used to measure a 4% prade line which was found to be 662.702m. During measurement, the temperature is 15°C and the tape is suspended under a pull of 20KN. E-200GPa, cross-sectional area of tape is 3mm2 and the coefficient of linear expansion is 0.0000116m/°C. Compute the true horizontal distance.
- A wide flange section is used as beam to support a concrete floor system. The beam is simply supported over a span of 6m. The properties of the section are given as follows:Depth, d = 498mmWeb thickness, tw = 56mmMoment of Inertia about x-axis, Ix = 3417 x 106 mm4Section Modulus about x-axis, Sx = 13730 x 103 mm3Self-weight, wself-weight = 7.32 kN/mAssume the beam is laterally supported over its length with its allowable stress in bending is 0.66Fy and its allowable shear stress is 0.40Fy assuming direct shear stress is used as basis instead of flexural shear stress. The allowable deflection is set at L/360. Use A36 steel with Fy = 250 MPa. (a) Compute for the safe uniform load (w) without exceeding the allowable shear stress. (b) Compute for the safe uniform load (w) without exceeding the allowable bending stress. (c) Compute for the safe uniform load (w) without exceeding the allowable deflection.y=25kN/m P1=24kN P2=7kNfind out F, KN F23 f13 f16
- 30 - A homogeneous, planar plate of constant thickness in the figure the coordinates of the centroid M(Xm,Ym) of the surface area, Find the team (x,y). t= 3 cm and a= 9 cm. Find the coordinate (Ym) of the center of gravity of this planar plate on the y axis.A) 14.18B) 15.05C) 15.62D) 12.25E) 17.5Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES Please solve your Solution in a handwritten Note: It should be handwritten pleaseeee A w24 X55 is used as a beam with a length of 6m. The beam is supported by a bearing plate of 300 mm x 200 mm x 30 mm on the wall having a thickness of 250 mm.Properties: d=598.68mmbf = 177.93 mmtw =10.03mm k=33.34 mmtf = 12.83mmFy = 250 MPaQuestions:1. Determine the design strength for web local yielding.2. Determine the design strength for web crippling.A line was determined to be 354.7654 m when measured with a 50-m steel tape supported throughoutits length under a pull of 4,567 kg at a mean temperature of35.495'C. Tape used is of standardlength at 20.0°C under a pull of 5.435 kg. Cross-sectional area of the tape is 0.0367cm2.Coefficient of thermal expansion is 0.00001160/C. Modulus of elasticity of tape is 2x106 kg/cm2.Determine the corrected length of the line.
- A line is recorded as 472.90m long. It is measured with a 0.65kg tape which is 30.005m long at 20C under a 50N pull supported at both ends. During measurement, the temperature is 5C and the tape is measured on 3% grade. E=200GPa. cross sectional area of tape is 3mm and the coefficient of linear expansion is 0.0000116m/"C. A) how did you assume the value of pull at temperature 5 degrees is 75N ....The given force in the figure passes through from the origin to point A(5,-12,16). Its y-component is please answer within 15 minutessolve accurate do not copy previous posted answers those are incorrect... i will upvote if yougive right answer A traffic light signal pole is subjected to the weight of each traffic signal 45 lbs and the weight of the road lamp 55 lbs . The weight of lateral arms is included in the signal and lamp weights. The people is fixed and the base and is made of round structural steel section HSS 14.000 x 0.25. The details of the pole section may be obtained form the Manual of American society of steel Construction (AISC Steel Manual). Analyze the principle normal stresses and the maximum shear stresses on elements A and B located at the base in the pole as shown in the sketch below.