N/m^3. B 5 D.D.
Q: I. Determine the rotation at point A and the deflection at the free end using moment diagram by…
A:
Q: 4. Determine the service load capacity of 2C10X20 channels as a truss member attached to a 7/8 in…
A: Grade of steel= A572 grade 65. Hence, yield strength= fy = 65.3 ksiUltimate strength fu = 79.8 ksi…
Q: Select the lightest pair of C9 channels to support the loads PD = 50 k and PL = 90 k. The member is…
A: Dead load, DL=50 kLive load, LL=90 kLength of the member is 20 ft.Grade of steel is A36Diameter of…
Q: A rectangular channel 22 feet wide carries a flow of 25,000 cfs on a slope of 0.01. Manning's n for…
A:
Q: Find the degree of redundancy and suggest a primary structure so that the structure can be analyzed…
A:
Q: 25mm
A:
Q: How can I calculate the water level in a grit chamber at average flow and at peak hourly flow. The…
A: Average Daily Flow Rate = 2.6 MGD (Million Gallons Per Day)Weir Crest Elevation = 136.00 ft above…
Q: Part C Determine the maximum in-plane shear stress and average normal stress. Enter your answers in…
A:
Q: What is the vertical displacement at Joint A in mm? I=15.5 x 10 mm and E 200 GPa Seg Origin Limit AB…
A:
Q: 1. Draw the shear and homent diagrams for the beam shown in Figure 1. EI is constant. Neglect the…
A:
Q: 6-5. Draw the influence lines for (a) the vertical reaction at B, (b) the shear at C, and (c) the…
A:
Q: *7-12. Determine the slope and the displacement at C. EI is constant. Use the moment-area theorems.
A: Since this is a multiple-type question, as per policy we can solve only one question (first…
Q: Find Oc, Sc using бс Virtual Work method
A:
Q: The water system in a suburban area consists of old 9-inch pipeline 2,280 ft. long which conveys…
A: "Since you have asked multiple question, we will solve the first question for you. If you any…
Q: 1. A reservoir has the following inflows and outflows for the first three (3) months of the year. If…
A: Storage beginning of January month= 60 m3 The inflow and outflow of first three months of the year…
Q: For the following structures, calculate -Reactions -Deformation diagrams (individual and general) An…
A:
Q: Using (DIM) Double Integration Method Use E = 200 Gpa & I = 500 x 106 mm4 A. Vertical reaction at…
A:
Q: A double angle ISA 75mm x 75mm x 8mm back- to-back welded to one side of a 12mm gussethave allowable…
A:
Q: The pipeline 1 has a diameter of 600 mm and a length of 3 km. Its inlet is at the bottom of…
A:
Q: Determine the displacement ad rotation at start and end point of the beam 6 kN/m 2 m 2 m 6 kN/m B 2…
A:
Q: Q2/ Estimate the volume of excavations for tab foundation 4.3 m 0.3 m 4 m 5.3 m 5 m 0.3 m 5.3 m -0.5…
A:
Q: 3.24 The four forces are in equilibrium. Deter- mine F, and 0, (a) graphically from the force…
A:
Q: Use the same data as in problem 1 except that the standard deviation of the entire population is…
A: Since mentioned that the standard deviation of the entire population is known to be 1.2 MPa, can use…
Q: How does road transportation benefit the industry?
A: Road transportation is beneficial for many industries because it helps in the faster delivery of raw…
Q: As shown in the figure compute the amount and location of the vertical and horizontal components of…
A:
Q: GIVEN: Truss loaded with dead, live and wind. 500 lb 1000 lb 1000 lb DEAD LOAD 1000 lb 1000 lb 1000…
A: To calculate :Analyze the truss
Q: QUESTION 3) For the cross-section having uniform wall thickness given in the figure; a) Find the…
A: Shear stress is the effect of a force on a material, causing the material to deform by slippage…
Q: Situation 2: The hydraulic conductivity of a soil sample was determined in a soil mechanics…
A:
Q: 6.12 Refer to Figure 6.17. For a continuous foundation on layered clay, given: . B = 1.5 m, D;= lm,…
A: Gross bearing capacity of soil is the minimum pressure acting on the soil, which can lead to shear…
Q: Determine the x- and y-coordinates of the centroid of the shaded area. Assume a = 50 mm, b = 485 mm,…
A: Given data,fig is givena=50mmb=485mmc=150mmFINDx - and y-coordinates of the centroid of the shaded…
Q: State and explain the qualities of good cement.
A: It is always desirable to use the best quality cement in the various constructions. Therefore, all…
Q: Situation 1: A constant head permeability test was carried out on a cylindrical sample of sand 4…
A: Constant Head Permeability Test (CHPT)Diameter of cylinder (d) = 4 in. Length of cylinder (L) = 6…
Q: 0.25 m DE 0.25 m 1.5 m F D 10° 60° 30° L 0.5 m 2m J A HW18: FBD of the bucket and whole upper…
A:
Q: As part of a construction project, a 11 m thick layer of clay is to be loaded with a temporary 5 m…
A:
Q: For the slab shown in figure. Determine the steel reinforcement in the short direction for the…
A: Live load(LL)=6 kN/m2,Concrete strength (fc)=28 Mpa,Yield strength(fy)=420 Mpa.
Q: A rigid pavement of the proposed provincial road is to be used to carry a maximum wheel load of…
A: The wheel load = 60 kN.The value of fc’ = 20 MPa.The allowable tensile stress = 0.06 fc’
Q: A treatment plant treats water at an average daily flowrate of 2.7 m3/s. The water is chlorinated…
A: Given data,average daily flowrate of 2.7 m3/sChlorine concentration = 3 mg/LChlorine decays at a…
Q: d with 5.6% upward grade and speed 100kmph. If coefficient of longitudina BI. US X₂ x² "흐음
A:
Q: The uniform wire is bent into the shape shown and held by the frictionless pin at O. Determine the…
A: For the equilibrium to satisfy the centroid of the section should pass through O
Q: Given the driver (eye height 1.1m) and the object (height 25cm) are within the length of a vertical…
A:
Q: - For a given month, a 121 ha lake has 0.43 m/s of inflow, 0.37 m'/s of outflow, and the total…
A:
Q: The half-life of 222 Rn is 4.2 days. A sample of 222 Rn is allowed to decay for 17.2 days and after…
A: As per question , This question is related to Environment Engineering.Given data - Half life = 4.2…
Q: Calculate the y-coordinate of the centroid of the shaded area. The triangle is equilateral. 69 49 49…
A: Given data,fig is given FINDy-coordinate of the centroid of the shaded area.
Q: Q1.) A cable system is subjected to three concentrated loads as shown. The sag at point D is…
A:
Q: Vater (T = 20°C) flows at a rate of 0.05 m³/s in a 20-cm asphalted ast iron pipe. What is the head…
A: - Temperature of water at inlet (T1) = 200C- Flow rate = 0.05m3/S- Iron pipe diameter (D) = 0.2m-…
Q: Solve for the CESAL. PCCP, One-direction GVW=42083kg, AADT=75, traffic growth rate = 2%
A: Given:One-direction GVW=42083kg=42.083 tAADT=75Traffic growth rate = 2%To determine:Cumulative…
Q: 4.1 A line load of q = 60kN/m with a = 0 is placed on a ground surface as shown in Figure P4.1.…
A:
Q: For the Figure shown: a-Determine L, and L₂ so that the two materials elongate an equal amount. b-…
A:
Q: SAMPLE PROBLEM 3: VSE LRFD A column is subjected to axial load P = 40kN and a bending moment of…
A:
Q: a) For the following structures, calculate -Reactions -Deformation diagrams (individual and general)…
A: The moment distribution method is a structural analysis technique used to determine the bending…
Step by step
Solved in 4 steps with 4 images
- H.W2: A rectangular column of sides 0.4m×0.35m, made of concrete, is used to support a compressive load of 1.5MN. Four steel rods of each 24mm diameter are passing through the concrete as shown in figure 1.23. If the length of the column is 3m, determine the normal stress in the steel and the concrete. Take Esteel = 200 GPa and Econcrete= 29 GPa. %3D steel rod:0 24 mm 0.4 m 3 m 0.35 mA 300mm x 500mm rectangular concrete beam is reinforced with four pieces 25mm diameter bars. The beam is simply supported on a span of unknown length. The uniform linear dead load from the slab is 18kN/m (weight of beam not included) and the uniform linear live load is 10KN/m. The effective depth of the beam is 430mm. Using your own values of fc' = 21.1 MPa and fy = 345 MPa from the excel file, determine the safe length of the beam. Use area of one 25mm diameter bar = 510mm2.H.W2: A rectangular column of sides 0.4m×0.35m, made of concrete, is used to support a compressive load of 1.5MN. Four steel rods of each 24mm diameter are passing through the concrete as shown in figure 1.23. If the length of the column is 3m, determine the normal stress in the steel and the concrete. Take Esteel 200 GPa and Econcrete = 29 GPa. steel rod: 0 24 mm 0.4 m 3 m 0.35 m
- A reinforced concrete beam having a width of 500 mm and an effective depth of 750 mm is reinforced with 5 – 25mm φ. The beam has simple span of 10 m. It carries an ultimate uniform load of 50 KN/m. Use f’c = 28 MPa, and fy = 413 MPa. What is compressive force C resisted by concrete in the beam in KN? Express your answer in two decimal places.The steel framework shown below is used to support the reinforced concrete slab (unit weight of concrete =23.6KN/m3) that is used for an office use (minimum live load = 2.4KPa). The slab is 150 mm thick. Use a=3m, b=5m. Neglect the self-weight of the beam and girder. Assume all beams and girders have simple supports. NSCP 2015 Load factors: 1.2DL & 1.6LL. Calculate the total ultimate/factored liveload in Kilo Pascals? Express your answer in 2 decimal placesThe steel framework shown below is used to support the reinforced concrete slab (unit weight of concrete =23.6KN/m3) that is used for an office use (minimum live load = 2.4KPa). The slab is 150 mm thick. Use a=3m, b=5m. Neglect the self-weight of the beam and girder. Assume all beams and girders have simple supports. NSCP 2015 Load factors: 1.2DL & 1.6LL. Calculate the total ultimate/factored SLAB load in Kilo Pascals? Express your answer in 2 decimal places.
- The steel framework shown below is used to support the reinforced concrete slab (unit weight of concrete =23.6KN/m3) that is used for an office use (minimum live load = 2.4KPa). The slab is 150 mm thick. Use a=3m, b=5m. Neglect the self-weight of the beam and girder. Assume all beams and girders have simple supports. NSCP 2015 Load factors: 1.2DL & 1.6LL.The steel framework shown below is used to support the reinforced concrete slab (unit weight of concrete =23.6KN/m3) that is used for an office use (minimum live load = 2.4KPa). The slab is 150 mm thick. Use a=3m, b=5m. Neglect the self-weight of the beam and girder. Assume all beams and girders have simple supports. NSCP 2015 Load factors: 1.2DL & 1.6LL. Question: True or False? The RC slab described above is ONE-WAY slab?A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 2 m on centers, on simple supports over a span of 6.0 m. The floor supports a superimposed service dead load of 1.77 kPa and service live load of 4.8 kPa. Using f’c = 21 MPa, long bar fy = 415 MPa, calculate: Using a T-beam geometry, determine the required amount of flexure bars for maximum ultimate bending. = [As] sq.mm (whole number)
- 2. A 300 mm x 400 mm concrete beam has a span of 5.5m. A post tension force of 600 kN was applied at a point 60mm above the bottom of the beam. Assume concrete would not crack in tension. f.=20.7MPA. Unit weight of concrete is 23.5 kN/m3. Compute the following: а. Deflection due to prestressing force of 600 kN. b. Net deflection of the beam immediately after transfer. 60mm 5.5mA reinforced concrete beam has has a width of 250 mm and total depth of 500mm. The beam will design to carry a factored moment of 540kN.m. Concrete strength fc'=28MPa and steel yield strength fy=248MPa. Solve using the strength design. Determine the balanced steel ratio in percent.The column is constructed from high-strength concrete and eight A992 steel reinforcing rods. The column is subjected to an axial force of P=210 kip. Each rod has a diameter of 1 in.in. For A992 steel, Est=29.0(103)ksi, and for high-strength concrete, Ec=4.20(103)ksi. Determine the average normal stress in the concrete and in each rod. (Please type answer no write by hend)