For the fig. shown, compute the force on each memberOf the truss. Indicate whether the member is in tension(T)Or compression ©. Answers must be tabulated like below.| 48 kN-4 m→4 m→-4 m→-4 mBlMemberTor C36KN(sample T(sample only)ForceAB4.5 mACEBCBDВЕEtc Until allmembersare included

Answered: Image /qna-images/answer/47473e69-8906-40fc-9866-d0e6abed7501.jpg

Answered: For the fig. shown, compute the force…

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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A simply supported rectangular beam of length 6.45m has a width of 390.5mm and an effective depth of610.5mm. The beam is to be reinforced using 12 ?? bars. The beam supports service dead loads ofWd = 13.5kN/m and WL = 35.5kN/m. f'c = 28Mpa and fy=420 MPa Given: b= 390.5 mm d= 610.5mm L= 6.45 m Wd = 13.5 kN/m WL = 35.5 kN/m 1. Calculate the ultimate moment capacity of the beam.2. Calculate the height of the equivalent stress block.3. Determine the number of bars required for this beam.
Urgent please solve quickly. a = 10 , b = 7 solve this question about this information. Extra information: Take both loads 35 kN
*subject: civil engineering - Reinforced prestressed concrete *please refer attached picture formula A square tied column to support an axial dead loadof 529 kN and axial live load of 663 kN. fc'=25.72MPa, fy = 332 MPa, gross P= 0.028. The no. of 23mmbars to be used is ___pieces. round off zero decimal places
a0 () o 2 20210612.. > A beam is constructed from three boards nailed together as shown in Fig. . If each nail can support a shear force of 45 Ib. if the largest vertical shear of 100 lb for the beam, determine the maximum spacing s of the nails for each case (a) and (b) il 3 > mil (€ 3in osin ™, 0sin » t | |« osin | osin 6in 6in ¥ 05in 1 0sin case (a) case (b)
A short tied column carries an axial dead load of 1070 kN and live load of 981 kN. If fc' = 27.50 MPa, fy = 413.50 MPa. 1. Which of the following gives the probable size of the tied column. a. 400x400 b. 300x300 c. 500x500 d. 550x550 2. Which of the following gives the number of 28 mm diameter main reinforcing bars. a. 4 bars b. 8 bars c. 6 bars d. 10 bars 3. Which of the following gives the spacing of 10 mm tie wires. a. 300 mm b. 350 mm c. 400 mm d. 500 mm
A spiral column carries a dead load of 1070 kN and a live load of 980 kN. If fc' = 27.50 MPa Fy = 413.50 MPa. Use U = 1.2D + 1.6L, Ф = 0.65, ρ = 0.01 1. Which of the following gives the value of the diameter of spiral column. a. 440 mm b. 420 mm c. 450 mm d. 510 mm 2. Which bar size will provide least number of pieces allowed?. a. 16 mm b. 22 mm c. 20 mm d. 25 mm 3. Which of the following gives the possible spacing of the 10 mm0 spirals. a. 30 mm b. 40 mm c. 60 mm d. 60 mm
A rectangular reinforced concrete beam 350 x 550 mm (b x d) is provided with 3H25 bar (As = 1473 mm2) as compression steel. Determine the area of tension steel needed for the beam to attain its full moment capacity. Calculate the corresponding ultimate moment of resistance. Assume fck = 35 N/mm2and fyk = 500 N/mm2and d’ = 60mm. Take until 2 decimal point for each calculation. Notes : Internal forces Fcc = 0.567fck(b x 0.8x) = 0.454 fck bx Fst = 0.87 fyk As Moment of resistance with respect to steel, M = Fcc.z Moment of resistance with respect to concrete, M = Fst.z Mbal = Kbal fck bd2 where Kbal = 0.167 As ‘ = (M-Mbal) / 0.87 fyk (d-d’) As = Mbal / 0.87 fyk zbal + As’
Use a = 44.1 kN and b = 18.3 kN. Enter absolute value only.
Completely solve and box the final answer. Illustrate the problem. Write legibly 4. Compute the safe concentrated load P that the beam could carry at a distance of 1 m from the fixed support with a span of 4 m from the arrangements shown below. The beam is made up of four 50 mm by 200 mm section framed. The allowable shearing stress of the beam is 0.70MPa. Note: Don't copy the answer of the other tutor because those are incorrect. How the hell did this problem get an impeller and etc. etc. Thank you
NEED HELP ASAP PLEASE!!! A horizontal shelf AD of length L = 740 mm, width b = 360 mm, and thickness t = 30 mm is supported by brackets at B and C [see part (a) of the figure]. The brackets are adjustable and may be placed in any desired positions between the ends of the shelf. A uniform load of intensity q. which includes the weight of the shelf itself, acts on the shelf [see part (b) of the figure]. A L (a) D L (b) Determine the maximum permissible value of the load if the allowable bending stress in the shelf is Oallow = 7.5 MPa and the position of the supports is adjusted for maximum load-carrying capacity. Round to two decimal places. qmax kN/m
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?
Task 1a. Draw a moment diagram and determine the largest moment at support and field in the below statically indeterminatebeam.b. How much does the largest moment at support and beam change if the length of each bay (L) is increased from 1m to 2m?Assume the load q =10 kN/m . Tip: The task is to make diagrams for the given beam with 2L as total length. What to think about whenusing substitution (L′ = 2L) is to keep track of that variable all the time ultimately the substitutedthe variable is returned for a correct answer. If you make a substitution of the length (L′ = 2L) then it should be returned to the answer. Task 2A cylindrical pin made of carbon steel is loaded with a maximum possible twisting moment Mv. Maximum allowedshear stress is Tmax = 40 MPa. The pin has the diameter measurement d = 50 mm, and the length measurement L = 250 mm.Calculate the free end distortion θ in degrees. G=80 GPa.

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