K 4.50 m 4.20 m
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Q: 1. Portal Method The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X...
A: To Find the Forces in the frame member
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Q: Determine normal stress
A: Normal stress is a stress which is produced due to axial force . The nature of stress depends upon d...
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A: Please refer the attached image for complete solution. THANK YOU.
Q: D E F 225 kN- 6 m A B -6 m – 6 m Using Portal Method, determine the shear at AD in kN.
A: AC has single shear V BE has double Shear capacity 2V CF has single shear capacity V
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Q: A soil sample in its natural state has, when fully saturated, a water content of 32.5%. Specific gra...
A: Please refer the attached image for complete solution. THANK YOU.
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Q: normal
A: Given data - Load (F) = 20kN Area(A) = 50 m² Normal stress(P) =?
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A: In first case only lower end is fixed. In second case upper end is also fixed.
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A: Given Liquid limit, LL = 33% plastic limit, PL = 12% Percentage Passing seive number 4 = 70% Percent...
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A: We knowQ=kiAi=hydraulic gradient =ΔHL=140-20110=211Area=thickness×Length =1.5×350so,
Q: 1. Compute the stress (ksi) in each member of the Warren truss as shown in the figure. Indicate whet...
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Q: The square column is under compression due to a 50 KN load as shown in the figure. The member is com...
A: Please refer the attached image for complete solution. THANK YOU.
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A: Given - Dead Load - 810 kN Live load - 1235 kN Length - 6.5m, dia of bolts = 20 mm
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Q: 3.6 Refer to Problem 3.5. Determine the weight of water, in kN, to be added per 90) cubic meter (m³)...
A: We have to determine the solution of 3.6 in which we asked about weight of water to be added as per ...
Q: The simply supported beam is made of A-36 steel and is subjected to the loading shown in Figure Calc...
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Q: Problem 1. Find the reactions in the beam loaded as shown in the figure. Check answers. 4 kN/M 40 kN...
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Q: Design the different types of beam supporting the ff. loads: Use fc' = 20.7 MPa and fy = 415 MPa 9 m...
A: NOTE: We’ll answer the first question since the exact one wasn’t specified. Please submit a new ques...
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Q: Determine the pressurize force on the pipe. 40cm dia. 10cm V, = 5m/s water
A: Please refer the attached image for complete solution. THANK YOU.
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Q: - Beam - Column
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- For the beam loaded as shown, determine EIy midway between the supports.The simple span carries concentrated loads P and Q. If the deflection at the free end is 7 mm downwards, what should be the equal values of the two concentrated loads (kN)? Use EI = 24 x 10 ^12 N.mm^2 . (Two Decimal Places)A standard HS truck is moving across a 25-m simple span. The wheel loads are Pa = 36 kN, Pb = 142 kN, and Pc = 142 kN. The distance between Pa and Pb is 4.2 m while Pb and Pc is 7.6 m. a.) Determine Maximum Shearb.) Determine Maximum Moment Provide ILLUSTRATIONS and FBD Use 3 decimals Show complete solution
- A column is made of two Channel sections as shown. They are latticed together by light diagonal bracing. The bracing prevents them from moving independently of each other however it does not itself add to the inertia properties. The column is 480" long and is Ball and Socket supported on each end. The column is A36 steel with E = 29,000 ksi. Determine the largest axial compressive load that can be supported with a safety factor of 2.For this Problem, kindly refer to our Textbook, Structural Analysis Fourth Edition By Aslam Kassimali. For the given frame on Problem 5.58 Page 223, calculate the Axial Force in KN on member AB if the given 90KN and 25KN/m loads from the figure are both replaced by 88KN and 31KN/m respectively. Express your answer in 2 decimal places. Include (-) negative sign if the axial force is compression.An I-beam whose flange width is 375 mm, flange thickness is 15 mm, web thickness is 20 mm, total depth of 450 mm, and Fy of 248 MPa is to be used to carry a uniform load all throughout its length, 3m. a. What is the allowable bending stress? b. What is the maximum safe uniform load that the beam could carry? c. Determine the moment of inertia of the section.
- A 550mmx800mm column reinforced with 12 pcs of D20mm (3 bars each on outer ends). The column carries an ultimate load of 3500kN at an eccentricity 325mm. Assuming concrete strength and steel strength to be 25MPa and 420MPa respectively. Take clear cover to be 40mm and diameter of ties to be 10mm. Determine the balanced compression depth, mm. Determine the balanced moment, kN-m. What is the design strength, kN.the frame shown is subjected to lateral loads as shown. Supports S, T, U, V, W, and X are rigid supports. Column HMS Column ADINT - 400*400 Column BEJOU - 500*600 Column CFKPV - 600*600 Column GLQW - 500*600 Column RX - 300*300 Find: a) find the center of gravity(x̄) b) shear(v) and axial forces(p) and moment(m) at each column and girders1. The member sizes shown for the moment frame in Figure FE 1. The frame has no bracing against sidesway and have been determined to be adequate for lateral loads. The material strength for all member will follow the equation for Fy included below. Take note that the load indicated are already the accumulated dead and live loads for that story. Determine if the columns, both AB and BC, are adequate to support the gravity loads shown considering that the column is continuously supported along the transverse direction. Fy = wx(y/z), maximum of 50 minimum of 36 ksi w = 12/5 x = 45 y = 22 z =76 Fu = stays at 65 ksi Consider both ASD and LRFD design philosophies. 2. Consider a column with the same material properties as that in one loaded withthe following service loads: Pa = 250 kips Max = 150 kip-ft May = 80 kip-ft Verify whether a W 14x99 is enough to support these loads for a length 14 ft fixed on both ends and bracings for the weak axis located at the center point. Propose another W14…
- Q) Determine the elastic and plastic moment of resistance of the RC beam. The beam is a trapezoid in shape. B1 at top = 300mm, B2 at bottom = 500mm, total height = 600mm, height from top to the bottom of the steel reinforcement = 570mm, As = 1473mm^2, Fy=350MPa, Fcu=30MPa Solve this earlyDraw the Normal Force (N), Shear Force (T) and Bending Moment (M) diagrams of the beam whose loading condition is given in the figure. H=3ton , M=16tm, q1= 15t/m ,q2= 8t/m ,P=10ton ,a=8meterDesign a circular column (both longitudinal reinforcement and spirals) to carry an axial load of Pu=600 No moment is applied. f'c=6ksi, fy=60ksi