Q2 CHECK ADEQUA LY OF THE BEAM ,P 30k =SERVICE LIVE 1s' IS' eLOAD WIAX 109 (A992)
Q: P D P- B | 2a a a A In the plane truss system, the loading status of which is evident in the figure,…
A: Only at support A will have horizontal reaction.
Q: 0000 5 KN B AB BC CD DE M Identify the ZERO Force members for the truss L FG GH KL DF НІ OHI OUJ JK…
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Q: HiW@ Draw s.fiD and BirM.D for beam shown by graphial metheds Ans/ 4W/m Vray = 4 W, Vay=-31W hinge…
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Q: A beam having a width of 350 mr a depth of 600 mm carries a deac of 21 kN/m (including its own w and…
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Q: Assume that AE are equal for each rod Regd: Internal forces for member AB, CD, EF B D F 0.5 m TAB…
A: Let the force be F1 F2 and F3 from left hand side S Using compatible equation we can relate the…
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A: As per rules, This question is multiple steps so that i can answer only one part.
Q: esign a purlin section for the following data: -paullng of roof trusses c/c Dead load of roofing…
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Q: yto this; To AB rigid beamWhen a
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Q: B 4 ft P D C 3 ft- 3 ft
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Q: 3 Determine the foroæ in member BE of the loaded tn 6 kN - 2m 5 kN 2 m 4 kN 2m
A: As per guidelines we need to answer only 1st question
Q: A 300mm by 450mm rectangular beam carries a uniform ultimate load and concentrated load as shown.…
A: Stress strain profile: Provide 4 number of bars
Q: Draw Normal fone,shew force ond 1. for bending diugrans AG an d GE 20KN 20KN C 20EN 30KM 30KN
A: The SFD and BMD diagram Shear Force Diagram (SFD): Shear Force Diagram is a diagram that depicts the…
Q: Determine the required spacing of 10mm U- stirrups at the left end of the simple beam carrying a…
A: Given data live load = 100 KN L = 6m f'c = 21 MPa fy = 420 MPa section of beam has following…
Q: (1)Consider the truss loaded and supported As shown Member Force (KN) T/C 3m3 m 4m4 m---4 1.75 kN…
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Q: Question 3. Determine the crippling Joad for a T-section of dimensions 12 em 12 em x 2 cm and of…
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Q: Ex/ 1 Determine the allowable design axial s9uare, Short tied . 29 bars. load on a 300mm Column rein…
A: Given: Reinforcement=4#9 bars
Q: Determine all force members using Method of Joints: 12 N Fy 12 N 12 N 12 N 12 N 48m By C A 10m 10m…
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Q: , a= 2 m, amd w = 40 kN/m. Use doubl 40 kN/m
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Q: A I. CALCULATE MEMBERS BC, OF, OF OF THE GIVEN TRUSS: KN X 85 KN 385 0=15° ISTO TEC DE LES IF DELIG…
A: The truss is used to carry the point loads at its joints. Due to loads the members either gets…
Q: O Consider the followin g loaded frame what are the force componets crt CoF acting on the EFC…
A: The force acting at a point can be resolved into two different components in X and Y directions. The…
Q: 0.2: Select an A36 W6-shape steel beam with a simple span 15 ft. The loads are partition of brick…
A: Solution- Given Diagram,
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Q: Problem 1 Tor the beam shown i Arow BMD, and drow SFD. tig.l, salve for venations, draw FBD to kN…
A: A beam is the compression member where the effect of loading results in inward direction load by the…
Q: F 4m A B 3M J 2M зм 2M 10KN 6KN Need complete solution pls. For the internal force member of the…
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Q: Quiz: Design the reinforcement steel that necessary for the shear and torsion for the rectangular…
A: Given live load =10 kN//m2 Dead load=5kN/m2 fck=26 MPa fy=400 MPa Consider the free body diagram ;
Q: PROBUEM B : USING METHOOD OF JOINTS SOLVE FOR THE FORCES ACING IN ALL MEMBERS Of THE TRUSS. INPIGATE…
A: The FBD of the beam is shown below: Taking equilibrium equations:…
Q: HiW@ Draw SitiD and BM.n for beam S hown by graphlal methds Ans/ yW/m Veny = 4 W, Vioy =-3 W hinge…
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Q: 2. A tripod supports the load shown. Find the compressive force on member CD. Py =500 kN D Px = 50…
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Q: 1) Find the allwable safe loadpf fhe stresses in the ban are fhe followung BC - 50 ksi O.4 in2 ABE…
A: Given:- A composite bar of different cross-section is given The cross-sectional area of AB bar =…
Q: A composite beam has a simple span of 6 m. This consists of a Wide Flange steel section and a 12 mm…
A: Transformed Section n = 10 = Es/Ec 1500/10 = 150mm y¯=9480×4002+150×400+1229480+150×12=173.48 mm…
Q: d load as shov tion/s of the s and w = 25kN
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Q: Campute use NSCP 201D- the moment capacity BEAM LDAD ING AND GO GEOM PaiK W= 0.5 K/fA 10' 10'
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Q: A rigid block weighing 176.4 kN is attached as sho un on the figure. If the block is to remain hon…
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Q: 3 m B 2 m LA D 3@4m = 12 24 KN E F
A: Solution: Compound truss: Check Determinacy: D=m+r-2j Where, m = truss members r = reactions j =…
Q: HW7: Conjugele Beam. Helhal 2EI 会 60 ku m 3m -2m- 2m Find 6R An
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Q: Determine Hhe member forcee io the members BC, BG, Ond Df. 20 KN 20KN 4m AV G 4*6 m= 24m >
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A: Data given TBD = 100 lb
Q: ickness (S=5/8") with "A36" member steel (fy=36 ksi & fu=58 ksi).
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Q: Determine the required spacing of 10mm U-stirrups
A: The values given in the question are as follows: Diameter of stirrups(ϕs)=10 mm Uniform dead…
Q: KN 12-(factored load) m |C Assume El of the columns and beams are equal. Neglect sidesway. Neglect…
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Q: a data: Design a purlin section for the following roq ca 5 m Spacing of roof trusses c/c Dead load…
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Q: e overhanging beam, determine (a) the va and (b) the maximum value of Ely between on. 24 kN IB C 3m…
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Q: Draw the shear and moment diagrams for the beam.
A: Draw free body diagram The uniformly distributed load of 200lb/ft will be applied on the main beam…
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A: Moment of force P about point A, M1 = P cos70o x 1.5 + P sin70o x 14…
Q: Problem Design a singly reinforced beam (SRB) using WSD and given the following data: fc' = 25 M fy…
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Q: Determine the maximum live load P that the beam can carry. Use plastic analysis and LRFD provisions.…
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Q: Q Determine the ratation at point f the frame shoon infiguve. Talke E 200*10 mpa I= 3. xlo mm 4 SEN…
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Q: O Find Moments for beam shown, seHlment atfc=lu] E= 20 ocw ENi I= 40 0 of Sm sm 5m
A: Apply Clapeyron's Three Moment Theorem to the given Continuous Beam ABCDE. Settlement at C=1 cm=0.01…
Q: 5. Byusing Methodof Section, determinetheaxialforcein membersCF,AEand BC.Statewhether the membersare…
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- Problem 1. A W30 x 116 beam hasthe top flange restrained againstlateral displacement and rotationand has an unstiffened web. A pointload is applied to the top flange at2m. From the left support. The beamspans 12 m. Use A36 steel with yieldstrength of Fy = 248 Mpa. a. Compute the maximum value of point loadthat may be applied without web yieldingoccurring. b. Compute the maximum value of point loadthat may be applied without web cripplingoccurring. Properties of W30 x 116d = 762 mmK = 41.28 mmbf = 266.7 mmtf = 21.59 mmtw = 14.33 mmA 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.concrete : C20 steel: S420 h=550 mm b=350mm steel rebars : 5Φ18
- Design an axially loaded Round spiral column: PD = 500 kN PL= 650 kN f’c= 35 Mpa fy = 420 MPa. Initially assume ρg = 0.03. Use 25 mm diameter main bars. Use 12 mm dia. ties with fyt = 276 Mpa. Concrete cover is 30mm. Provide section drawing.6 CE122 Anser plsssDetermine the adequacy of the No.1 Southern pine, 2 x6 bottom (tension) chord in thetruss shown below.1. Load combination, DL + S, controls.2. No ceiling attached to the bottom chord3. Connections: Single row of 3/4-in.-diameter bolts4. The uniform load transferred from the roof system to the top chords is 240 lb/ft.5. The force in the bottom tension chord TAB = 6912 lb.6. Assume CM = Ct = Ci = 1.0
- The rigid pipe is supported by a pin at A and an A-36 guy wire BD. If the wire has a diameter of 0.25 in., determine the load P if the end C is displaced 0.075 in. downward. (The answer in the book is 570 lb. Please provide solution.)The section shown carries a total service tension load of 508 kNwith a dead to live load ratio of 2:3. If the tension member has a length of 3 meters and A36steel, determine the following: a. The effective net area b. The LRFD design strength c. The ASD design strength d. Is the section adequate? section: C15 x 40 value of S: 63A short rectangular column 300 mm on one side and 400 mm on the other side is reinforced with 8-16-mm-diameter longitudinal bars equally distributed to all sides. Use f’c = 21 MPa and fy = 420 MPa. Calculate the required spacing (mm) of laterial ties 10-mm-diameter. A. 300 B. 250 C. 450 D. none of the above
- Three steel bolts are to be used to attach thesteel plate shown to a wooden beam. Theplate will support a 110kN and the ultimateshearing stress for the steel used is 360MPaand that a factor of safety of 3.35 is desired,determine the increase in the bolt diameterrequired if an additional 100kN load is addedto the existing 110kN.*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 placesA short rectangular column 300 mm on one side and 400 mm on the other side is reinforced with 8-16-mm-diameter longitudinal bars equally distributed to the shorter sides of the column. Use fc = 21 MPa and fy = 420 Mpa. Calculate the required spacing in mm of laterial ties 10-mm-diameter A. 300 B. 250 C. 450 D. None of the above