Please show clear and complete solutions. Box the final answers. Determine the forces in members CD, CJ, and DJ. M 10' A L B L 6 panels at 6' K L C J D L E H F L L L G
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- Determine the smallest value of yield stress Fy, for which a W-, M-, or S-shape from Part 1 of the Manual will become slender. To which shapes does this value apply? What conclusion can you draw from your answer?The dimensions of a rectangular beam are limited to b = 300 mm and effective depth, d = 700 mm. Using f’c = 28 MPa, long bar fy = 415 MPa, calculate the required amount of tensile reinforcement so that a tensile strain of 0.005 is attained under a sustained ultimate bending moment of 1,200 kN.m. Compression bars centroid is 70 mm from beam edge. 5.353 3,839 4,387 6,180You failed to choose the W section of 50 ksi steel
- A simply supported beam section was investigated and found out the following elements: b=250mm h=450mm concrete cover = 40mm diameter of stirrups = 10mm fy = 276Mpa f'c = 34.5 Mpa Bot bar reinforcement: 2pcs-20mm Determine the Maximum steel ratio permitted by the code answer in millimeter and 4 decimal places.ASAP Hi! Can you help me with this problem? I'm having trouble answering this, I will give thumbs up for your answer. Thank you! Determine the axial forces of the indicated members of the different truss shown and indicate whether they are in tension or compression. Determine also the number of rivets necessary to connect them in 8mm gusset plate. The allowable shearing stress is 88MPa and allowable bearing stress is 112MPa. Tabulate the final answer in the table below. P= 85 kN Given: 19 mm diameter diameter rivetsThe unknown load P is acting eccentrically with respect to the horizontal and vertical axes of the I-section shown. Knowing that the horizontal eccentricity is a = 1.25 in. and the vertical eccentricity is 2.5 in. determine the largest value of P that can be applied without exceeding either of the following tensile andcompressive allowable stresses:σten = 10 ksiσcomp = 18 ksi
- THE BEAM SHOWN BELOW HAS THE FOLLOWING PROPERTIES. f’c =30 MPa, fc=13.5 MPa, fy=400 MPa, fs=200MPa. DETERMINE THE FOLLOWING. b)THE UNCRACKED SECTION PROPERTIES KdAND IU.Check whether the beam section whose loading condition, cross section and dimensions are given in the figure is sufficient please pay Also draw the shear stress diagram of the section next to the section. (σem=1200N/cm2 ; τem =120N/cm2)ASAP Hi! Can you help me with this problem? I'm having trouble answering this, I will give thumbs up for your answer. Thank you! Determine the axial forces of the indicated members of the different truss shown and indicate whether they are in tension or compression. Determine also the number of rivets necessary to connect them in 8mm gusset plate. The allowable shearing stress is 88MPa and allowable bearing stress is 112MPa. Tabulate the final answer in the table below. W= 100kN
- ASAP Hi! Can you help me with this problem? I'm having trouble answering this, I will give thumbs up for your answer. Thank you! Determine the axial forces of the indicated members of the different truss shown and indicate whether they are in tension or compression. Determine also the number of rivets necessary to connect them in 8mm gusset plate. The allowable shearing stress is 88MPa and allowable bearing stress is 112MPa. Tabulate the final answer in the table below. P= 75 kNDraw the strength line diagram of a 300mm square RC column section reinforced with 4N16 bars on all sides. Take f'c = 40MPa. Don't copy pastePlz, solve this question by using Flexibility Method and show all the details like how to get joints and etc. AR=AD Member Structural Analysis-2