Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- A beam is made of four planks glued together. Knowing that the vertical shear in the beam is V = 500 N, determine the minimum required shear strength Tg for the glue. molinu sib boto nsini odi i Resua sode inn 50 mm, 50 mm 50 mm B D 150 mm 50 mm 150 mm 50 mmarrow_forwardBeam and load cases Maximum Beam Deflection PL³ dmax 3EIarrow_forwardI will rate immediately, thank you!arrow_forward
- Consider a fillet sample subjected to a tensile force F while fixed to two 13-mm dia. bolts. Tensile failure will be observed at the portion where the stresses exceeded the elastic limit. Assuming uniform thickness, determine where the plastic behavior (behavior when the fibers exceeded the elastic limit) first occurred. a. Near one of the bolts b.40-mm section c.Near both bolts Tensile Force d.25-mm section Which of the following equations will give the maximum axial deformation for the member shown fixed at end A? PB Pc B A A PABLAB B. PABLAB AABEAB C. PARLAR D PcLac AnCEnC 40 mm- ←25 mm- PBCLBC + AABEAB ABC EBC PCLBC + AABEAB AncEnc 13 mm bolt Carrow_forwardcalculate internally and externally DOSI show your cut and the reactions pleasearrow_forwardWhich of the following statements best describe LOAD AND RESISTANCE FACTOR DESIGN (LRFD)? O Members are designed so that stresses do not exceed an allowable or permissible value. Design of members are based on consideration of failure conditions rather than working load conditions. Structural members are selected so that the loads applied do not create a plastic mechanism. Members are designed so that these will have enough strength to resist factored loads. IIarrow_forward
- IADC classification (4-1-4-T) refers to what kind of a bit? IADC classification (D-7-1- 4) refers to what kind of a bit?arrow_forwardProblem 4 Given two welded plates n A36 plates t= 3/ • fillet size w=1/4" Electrode Fexx= 70 ksi • plate width = 9" ● ● ↑ t=¾/2" = 2) = Pu= smaller of (1) A(2) w=1/4" Base Metal Strength, DRn is given by: ÞRn = 0.75(0.6Fu) (tBM)(Lw) t=3/8" Determine max Pu that can be applied to this connection ? hint: Dobtain Pue based on weld strength (transverse) BM strength = where tbm = thickness of the thinner connected plate Lw= length of the weld Fillet weld this side only i.e. lw= 9 in کہ ۔ Ри opyarrow_forwardReferring to NSCP 2015 Table 510.3.2 Nominal Stress of Fasteners and Threaded Parts. Which of the following most nearly gives the Tensile Strength, ØRn, of a M16mm A325M bolt with threads excluded from the shear plane? O 69 KN O 92 KN O 75 KN O 125 KNarrow_forward
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