Where it get the value 2 and 10 for the green circle? Please expl
Q: #5) Al 2 ки 2m 45° D 4KN 45° FAB= ? FAD² ? FBC = ? FBb= ? Fw=? 2m
A:
Q: For problem 1, the top 2 inches of the beam is made of concrete with a compressive strenght of 8000…
A: Area of steel, compressive strength of concrete, yield strength of steel,
Q: The axially loaded column given in the following image is a W14x53 with L = 7.8 m: Calculate the…
A: The axially loaded column given in the following image is a W14x53 with L = 7.8 mOur aim is to…
Q: 3. A MSW facility is designed to handle solid waste generated by a town at a rate of 75,000 kg/d.…
A: In MSW facility the solid waste generated by a town at a rate of 75,000 kg/d. The density of the…
Q: [Problem MS-P] An experimental setup in the laboratory is shown (All dimensions are in mm). Two 50 x…
A:
Q: internal pin) osnimetabni to sobodenimsed ak-31 Gf lok.ft (e) 6ft. 6ft + Ay - Fytk 8k 2k/ft WY…
A: The figure is shown in the above figure. We have to find out the reaction at supports.
Q: The ultimate BOD value of the waste
A:
Q: A road with 4.5% upward grade has a design speed of 90kmph, if coefficient of longitudinal friction…
A: To determine the sight distance ,Sight Distance = (V2/2g * f) + (V * t)where:V = Design speed = 90…
Q: Find the speciation of the hardness of water containing: Ca²+ = 80 mg/L, Mg2+ = 30 mg/L, Na+ = 72…
A:
Q: Please solve this problem using method of sections and please show all of your work in pictures…
A: Given Load 6 and 6 kNSpan 9 mTo find out Member forces
Q: The picture below presents a system of four pulleys that will be used to lift a weight of G = 200N.…
A:
Q: For a trapezoidal channel with base width b = 6.0 m and slope z = 2. calculate the critical flow tie…
A:
Q: A tensile test is conducted for a metal wire which has a diameter of 4.5, the maximum recorded force…
A: Objective: To determine the Ultimate Tensile Strength (UTS) for the given wire.Diameter of the wire…
Q: The magnetic declination at a certain place is 8°15 E. What is the magnetic bearing there: (a) of…
A:
Q: Find the centroid of the profile in the figure shown with respect to the origin of coordinates…
A: Given:Required:Location of centroid
Q: The left support of a fixed beam having length 3m is rotated by 0.001 radian in the anticlockwise…
A: a fixed beam of length 3m
Q: P2.26. A beam that is part of a rigid frame has end moments and mid-span moments for dead, live, and…
A: End moment (ft-k)Mid-span moment (ft-k)dead load +90live load +150earthquake load 0To find:…
Q: A W250 x 73 is used as a column and is supported by a concrete pier as shown. The top surface of the…
A:
Q: ease discuss the effect of Pollution on Lake
A: Water pollution occurs when harmful and undesirable substances are introduced into it, causing a…
Q: Please how your solution how to get the Q1= 0.3017 m^3/s , Q2= 0.1946 m^3/s , Q3= 0.3637m^3/s in the…
A: pipe 1dia=450mmlength=600mpipe 2dia=400mmlength=800mpipe 3dia=500mmlength=700mf=0.02
Q: A distance of 500m is to be taped with an error of not more than 10.10m, how accurately each 50m…
A:
Q: SITUATION 1: The wires AB and AC are made of steel, and wire AD is made of copper. Before the…
A: Given data - Force P = 0.150 kip-force = 150 lb LAB = LAC = 5 ft = 60 inLAD = 3.5 ft = 42 in∆T =…
Q: Determine the components of reaction at the fixed support A shown in the figure. Neglect the…
A:
Q: 350 mm 300 mm Determine direct stress and shortening of column. Given: Compressive axial load = 2000…
A:
Q: Explain in details the logical and physical architectures of an ITS system. b) In recent years,…
A: Logical and Physical Architectures of an ITS System:Logical Architecture: An Intelligent…
Q: Using Three Moment Equation, determine all the reactions of the given beams. EI is constant
A: A continuous fixed beam is fixed at both ends and is loaded with 2-point loads on one span and with…
Q: SITUATION 3: A steel pipe of 300-mm outer diameter and 15-mm thickness is used as a column to carry…
A:
Q: A cast iron pipe is required to carry 10 cfs of water at 60°F over a distance of 1200 ft between 2…
A: Q = 10 cfsL = 1200 fte = 0.00085 ft
Q: 2 m D A 1.5 m B -1.5 m 0.3 m C E 12 kN Determine the horizontal and vertical components of force at…
A: Determine the horizontal and vertical reaction at pin A and D.
Q: Calculate angular frequency of a cantilever beam of span 2.5 m O 74.70 rad/sec O69.87 rad/sec O…
A:
Q: The 3 day BOD of a sample is 75mg/l with k(base e) is 0.345/day. The amount of BOD remaining in the…
A: Given 3 day BOD 75 mg/lConstant 0.345/dayTo find out BOD after 8 days
Q: Can you explain the eqautions and processor for finding the location of the trust on the wall? I am…
A:
Q: Determine the deflection at joint B. Members have the same moment of inertia of 1440 x 10^4 cm^4 and…
A: Given:Required:Deflection at joint B
Q: Given Figure E1, draw the active earth pressure distribution. Use Yw = 9.81 kN/m³. Determine the…
A:
Q: Calculate the dead and live loads (separately) applied on column D at the first floor Note:…
A: Calculate the dead and live loads (separately) applied on column D at the first floor Note:…
Q: The yearly precipitation in California has normal distribution. Calculate the value of the 50 year…
A: Given:Mean of rainfall = 127 cmStandard deviation = 19 cmRequired:Value of 50 year annual…
Q: 3-14. Determine the force State if the members are in F
A:
Q: t, the moment developed at fixed end is
A:
Q: *6-20. Draw the shear and moment diagrams for the beam. A Mo M₂ Mo Prob. 6-20 B
A: Draw the shear force and bending moment diagrams of the beam.
Q: A trapezoidal channel is lined with rock riprap and has a bottom width of 20 ft, 1.5:1 side slope…
A: B=20ftside slope=1.5H:1Vbottom slope=0.0010manning's constant=n=0.030Q=1500cfsnormal depth=?critical…
Q: homework
A:
Q: 16-55. Determine the reactions at support C. EI is constant for both beams. A D L 2 P B Prob. 16-55…
A: EI = constant for both beams.Determine the reaction at support C.
Q: A 2800 m long pipeline conveys water at a veloc- ity of 2.0 m/s. If a valve at the downstream end is…
A:
Q: Determine the support reactions at A and D. 1.5 m 1.5 C -1.5 m 4 kN
A: Given:Required:Support reaction at A and D
Q: steel A aluminum 2 m- B 2m 9 m bronze C 3 m The assembly shown consists of a steel cylinder (E = 200…
A: Given:Required:Normal stress in bronze tubeHorizontal distance from A where bar tilts
Q: Problem 1: Construct shear and moment diagrams using the equilibrium method. Indicate the magnitudes…
A:
Q: Determine the cutting force Fexerted on the rod S in terms of the forces Papplied to the handles of…
A:
Q: 8.47 Three forces are applied to 10 attached to the solid 46 mm di determine (a) the principal stre…
A:
Q: You are an environmental engineer for one of the many local plants. That plant dischargeseffluents…
A: In the world of environmental engineering, the main job is to follow the rules for discharging stuff…
Q: 3-Calculate ultimate bearing capacity of the following square footing using Weigthed Average Method…
A: To use the weighted average method, we first need to calculate the bearing capacity of each layer of…
Where it get the value 2 and 10 for the green circle? Please expl
Step by step
Solved in 3 steps
- 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.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 D47.55A beam has a width of 300 mm and an effective depth of 480 mm strength Pc= 34 MPa. Steel yield strength fy=415 MPa. The section is to be reinforced for tension only and the effective concrete cover is 70 mm. Deadload moment is 140 kN-m and the liveload moment is 180 kN-m. Use 2010 NSCP with t= 0.005. A. What is the governing steel ratio? B. What is the maximum number of bars needed for a 25mm diameter reinforcements? C. What is the minimum number of bars needed for a 25mm diameter reinforcements?
- 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.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.Fill in the blanks: Determine the required tension steel area of the T beam with given properties below. Width of flange bf= 500 mm Width of web bw = 400mm Thickness of flange tf 140 mm Effective depth d = 380 mm Effective concrete covering d' = 75 mm Compressive strength of concrete fc' = 30 MPa Yield stress of steel bar fy = 300 MPa Mu = 448 kN-m As = mm2 CS Scanned with CamScanner
- A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The beams are spaced at 7 feet 6 inches, and the span length is 30 feet. The superimposed loads are as follows: construction load = 20 psf, partition load = 10 psf, weight of ceiling and light fixtures = 5 psf, and live load = 60 psf, A992 steel is used, and fc=4 ksi. Determine whether the flexural strength is adequate. a. Use LRFD. b. Use ASD.Exercises 1- A rectangular beam reinforced with 4 o18 bars has h=650mm, bw=250mm and d'=30mm. Applied moment is 67 kN.mMaterials used are C25 and S220. Allowable compressive stress and modulus of rupture for concrete are 10MPA and 2.3 N/mm2 respectively. Allowable stress for steel is 140 MPa. Is this beam cracked or uncracked? Is this beam designed adequately to carry the applied moment safely? 2- Does this beam have enough capacity to carry the applied moment? Also, calculate the position of neutral axis. h=50cm, bw= 25 cm, and d'=3cm. C25 and S420 are used. (kı= 0.85; fod= 17 MPa; fya=365 MPa; E= 2X10°N/mm?) DL= 30 kN/m LL= 15 kN/m 4Ф 22 5.3 m 3- Calculate the moment carrying capacity of the beam shown? Choose the required steel reinforcement to carry this moment. d=470mm b= 270mm and d'=30mm. C20: Allowable stress=7MPA S420: Allowable stress=220 MPa A, n=15a) Design a cantilever beam with a span length of 2.6m. The beam is exposed to 34kN/m dead load and 20kN/m live load. Height, width and concrete cover of the beam are 69cm and 30cm and 4cm respectively. Use C35 concrete and S420 steel and choose Ø16 bars. b) Calculate the spacing between the bars and indicate whether the bars can be placed as a single layer or not. Assume 2.1 cm concrete cover on the sides, 25mm maximum aggregate size and Ø10 stirrups. c) Draw the cross-section of the beam showing all reinforcement and dimensions. Use Ø12 hanger bars if required.
- Q₁:Design a concrete column shown in figure using fe-28 MPa, fy- 420 MPa, ultimate applied load. P=545 KN B E 1500 P=350 KN b Section (a-a)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 = 250kNProblem 01 Using ASD, check the adequacy of the base plate (PL400X350×19 mm) centered on a W12X152 column as shown. It is resting on a concrete pedestal that is 450 mm x 400 mm. The loads are PDL = 600KN and PLL = 320 kN. Use A-36 steel and concrete fc'=20 MPa. TH