Note: please use Set B data thank you 2° M₂ A B ** 4m 2m The cantilever beam above is made up of concrete with E- 70 MPa, refer to the table below for the properties and loads for the beam: PROPERTIES LOADS SET b (mm) h (mm) w (kN/m) Mb (kN-m) A (1,3,5,7,9) 300 500 20 40 B (2,4,6,8,0) 250 400 15 45 Using area moment method, determine the following Flexural rigidity of the beam in N-m

Note: please use Set B data thank you 2° M₂ A B ** 4m 2m The cantilever beam above is made up of concrete with E- 70 MPa, refer to the table below for the properties and loads for the beam: PROPERTIES LOADS SET b (mm) h (mm) w (kN/m) Mb (kN-m) A (1,3,5,7,9) 300 500 20 40 B (2,4,6,8,0) 250 400 15 45 Using area moment method, determine the following Flexural rigidity of the beam in N-m

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with d-20-mm-dismeter bars and at the top with 2-16-mm bars. Concrete cover to bar centroid at the top is M0 mm and at the bottom is 70 mm. Use concrete strength r'e-21 MPa und steel yield strength fy 415 MPa for 20- mm bars and fy= 275 MPA for 16 mm bars Detenmine the design moment capacity n kN m of the beam in negative bending. A 40.06 O45.07 C. 42.70 D47.55
Note: please use set B data W 2° Me A B C * 4 m 2 m The cantilever beam above is made up of concrete with E= 70 MPa, refer to the table below for the properties and loads for the beam: PROPERTIES LOADS SET h (mm) w (kN/m) Mb (kN-m) b (mm) 300 500 20 40 A (1,3,5,7,9) 400 15 45 B (2,4,6,8,0) 250 Using area moment method, determine the following: Moment reaction at A. MA
"Q1.16-.A rectangular beam has dimensions of 270 mm by 670 mm with an effective depth of 620 mm and is reinforced with 5- 20 mm ø. Concrete cover is 50 mm. The concrete cylinder strength f'c = 30.7 MPa and the tensile strength in bending is the modulus of rupture. The yield point of the steel is 449.5 MPa. The beam carries a bending moment of 67 kN-m. Use transformed section method to answer the following: (1) Compute the concrete compression stress at the top, (2) Compute the concrete tension stress at the bottom, (3) Compute the stress in the steel. (4) Assess the adequacy of the beam design." Use the editor to format your answer width, b ... effective depth, d total depth, h
3.4 The required flexural (bending moment) strength is of a reinforced concrete beam is Mu = 260 kip-ft Determine which of the following reinforcing bar arrangements can be used for this beam. a) 6-#6 b) 4-#8 c) 3-#9 Material properties are: f'c = 5 ksi fy = 60 ksi 12" 24" #4 Stirrups 1in cover over the stirrups
C (b/h) 8ød b/2 b/2 The geometry and reinforcement configuration of the column is given below. The material properties are CX/S420. The analysis results due to different loading combinations are as follows (C30,b=400mm,h%3D600mm) Combo 1: Nd%3D1250 kN / Mdx = 250 kN Combo 2: Nd%3D1000 kN / Mdx = 400 kN Combo 2: Nd%3D750 kN / Mdx = 550 kN Determine the longitudinal reinforcement of the column.
The material of the bcam given below is C35-45- B50OC and it is good quality concrete. The cobcreie cover is gIYCD as 50 mm. Thc dimensions of the bcam are gven as be820 mm. bw:350mm.t130 m, b 700 mm. Tbe sbear force (Vd)is S50 EN and stirrup calcelations will be done in the span region othe beam. Ir 338 stirupis used to mcet the shear force, what is the maximum stimup spacing (cm) in span region? (s=2) 11 15 D13 017 Boş bırak Sonraki> Kapat
Details of a rectangular column are as follows: Column width along X-axis-250 mm Column Depth along the Y-axis-600 mm 8-25 mm diameter bars distributed equally along the longer sides. 10 mm diameter ties spaced at 10 mm on centers Concrete 28th day Compressive strength, fc;=20.7 MPa Reinforcing Steel yield strength, fy-415 MPa Assume that compression steel yields. a) Which of the following gives the nominal balanced load Pb (kN). A = 90.4 mm b) Which of the following gives the nominal axial load (kN) that the column n carry at an eccentricity of 200 mm along the X axis from the centroidal Y-axis.
Help me how to design the REINFORCED CONCRETE BEAMS WITH IRREGULAR CROSS SECTION as shown infigure 1 using the following parameters:F’c = 3,500 Psi Fy=Grade 40 Stirrups = Φ10mmMu = 200 Kn-M All Concrete cover = 30mm Es=200,000 Mpa Find the following: AC area of compression concrete stress block in mm. Assume z = 0.85dEff a height of compression concrete stress block in mm. c distance from the neutral axis to outermost compression fiber in mm. z actual moment arm for Mu=ØTz in mm. As actual area of tension steel in sq.mm. N quantity of Ø20mm steel rebars ЄS Actual Strain of steel ЄY Yield Strain of steel Check if the beam is singly reinforced concrete in the designed then concludeCheck: ЄY < = > ЄS Draw the Working Drawings of the x-section.
Design a simply supported rectangular reinforced concrete beam. Note: Neglected the self-weight of the beam. Wu (D.L) PLL Wa (L.L) h b W D.L P LL W LL Fc bar No. of Fy MPа MPa (mm) (mm) (m) kN/m kN kN/m dia. layers 325 500 17 50 20 20 two 28 420
Design economical spacing of 10 mm diameter stirrups for the beam which carries the loads shown. Design shear reinforcement of prestressed beam with the following properties listed. Properties: f^c=28 MPa fy = 276MPa Aps = 800 mm² Ds = 10mm Dm = 18mm fse = 800 MPa fpu = 1500 MPa fpe = 860 MPa Pe = 250kN
in 21- ő A steel beam is reinforced by three steel rods. The modulous of elasticity for concrete is 20Gpa and for steel is 200Gpa. Maximum allowable stress for concrete is 9.45Mpa and for steel is 140Mpa. Calculate the largest allowable positive WBT bending moment in the beam. иа mo maod motinu od o boblow need sved Ha bus 400mm aidT (alonnerlo ert to rigiow stongi)/4000E of Trup 200-0 signs or botuesom sWnworla es berloss M bris V zsra erli owob stiW maod sdi to mergeib insm brol bus borlism tuo sallimill nollor 10 nige over on The modulus of elasticity for concrete is 20Gpa and for the steel is 200 Gpa. Allowable stress for concrete is 9Mpa and for steel is 140Mpa. Calculate the maxium allowable bending momemt that can be applied per metal rod of the concrete slab. 150mm 200mm D=16mm 140 mm -22mm Diameter TOPABA t 50mm T 140 mm 140 mm 140 mm
Q2 1- Check the following weather one way or two way 2- Calculate the design ultimate load Wu on the on the beams B3, B6 Assume slab load: Live load = 5 kN/m2 Dead load = 8 kN/m? Beam size 300x500 mm %3D B5 B6 B7 3.6 m |L 4.8 4 m 5m 5m BI B2 B4