USE NSCP 2015 Assume a concrete cover of 40mm, 10mm stirrups and clear distance between layers of 25mm. For Problem 9 and 10, determine the concrete and steel stresses at the fixed Support C D 0.9m B W 8.1m 3.0m 4.8m Wo = 45 kN/m d' = 70mm d = 490 mm b = 250mm f' = 28 MPa Grade 60 rebars Section at C 6-32mm 4-28mm

Q: ELEVEATION 154.375 POINT BS HI FS ВМ35/TР1 SET UP 1 1.255 1.100 TP2 SET UP 2 0.465 2.095 ТРЗ SET UP…

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Q: 1. A reinforced concrete beam has a width of 300 mm and an effective depth to tension bars of 600…

A: A )  Given data : Width of beam = 300 mm Effective depth = 600 mm f'c = 30 MPa and fy = 414 MPa…

Q: 600 b 20 A 20 20 E 20- 400 b 1000 lb

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Q: The thin-walled vessel shown is fabricated by joining two cylinders with thickness 26 mm using 20…

A: Given values are: Thickness of the vessel, t= 26mm Number of bolts= 20 Diameter of bolts= 20mm Outer…

Q: Situation 02. A 2kg block hits the spring with a speed of 4 m/s. Determine the total distance…

A: Given Data:Mass=2kgInitial velocity Vo=4m/sSpring constant k=8N/m Required- To determine the total…

Q: 5. A rigid bar is smooth pinned at O and supported by two identical springs as shown. Each light…

A: Question is based on the rigid bar pinned at O and supported by two identical springs . Number of…

Q: me design strength (Mu) of the T-beam sh

A: f'(c) =27 MPa, fy = 350 MPaNeed to findDesign strength of beam

Q: Problem I. For the beam shown, a) Compute for the reaction at all supports b) Draw the shear and…

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Q: Problem 4. From the given data of a differential leveling as shown in the tabulation: Station…

A: To find out the  A) The difference in elevation of station 6 and station 3. B) The difference in…

Q: 1. Derive the equation of the elastic curve for the beam using the x coordinate that is valid for 0…

A: We are authorized to answer one question at a time, since you have not mentioned which question you…

Q: Determine the force in each member of the truss use the method of joints. Given: P1=10 kN, P2-20 kN,…

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Q: Determine the reactions at the support if F1 = 8kN, F2 = 4kN, F3 = 3kN. F, F.

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Q: 4. If the eyebolt is made of a material having a yield stress of ay = 275 MPa and the factor of…

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Q: Derive the shear and moment equations for the hinged (joint C) beam loaded as shown. Summari your…

A: Given figure shows a beam carrying different loading system. It is required to derive shear and…

Q: Problem 2 If P= 8.571 kN, Determine the stress in member CE assuming that the area in steel is 24…

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Q: Given: Four-25-mm-diameter rivets with an axial load of T= 75 kN distributed equally as shown. The…

A: T = 75KN D (dia of bolt) = 25mm n(no of bolt) = 4 B (width of plate) = 150mm t (thickness of plate)…

Q: The motion of pin P is guided by slots cut in rods AD and BE. Knowing that bar AD has a constant…

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Q: COMPUTE THE SHEARING STRESS IN THE PIN AT B FOR THE MEMBER SUPPORTED AS SHOWN IN THE FIGURE. THE PIN…

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Q: A slow leak from an underground storage tank has contaminated both the soil and the groundwater as…

A: Given, Dimension of storage tank= 5x10x2 m Therefore, Volume =100m3 Density of soil, γ=1800kg/m3…

Q: Since the beam is cantilever please solve the reactions at B only being fixed at that point. 60 KN/m…

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Q: LEASE SHOW COMPLETE FBD AND COMPLETE SOLUTIO

A: MAKE FBD OR EQULIBRIUM LETS MAKE NO ACCERLERATION

Q: 3.) A concrete square column 250 mm x 250 mm is to be reinforced by deformed steel bars to carry a…

A: Given, 250 mm x 250 mm section  Pu = 500 kN

Q: 4. Given the following properties of T-beam Effective flange width (b).......1200 mm Width if the…

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Q: 6 5 12 Which of the following is the minor of the element -9 in C = |-9 1 -5? 14 6 -11 12 A. В. C.…

A: Minor of the element -9 in C is: B Elements in a matrix have their own minors. Minor is the value…

Q: 2. A W21 x 62 section, used as a cantilever beam is loaded by a uniformly distributed load and a…

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Q: ). a detailed response how concrete cancer impacts the sustainability of buildings.

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Q: Calculate the force P that is required to hold the 120-lb roller at rest on the smooth incline.…

A: While drawing free body diagram we should take all the forces (Normal reaction , frictional force ,…

Q: A cylinder has a longitudinal joint that has a strength of 450kN per meter and the girth is 200kN/m…

A: Given : Strength of longitudinal joint = 450 kN/m                           Girth strength = 200…

Q: Find the residual forces acting in a truss with members AC=1000N (T), EG=520N (T), and FH= 1200N (C)…

A: To find member forces and value of load P1,P2,P3

Q: Problem 3 Five forces are acting on the cantilever beam AB. Find the resultant or a couple acting on…

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Q: The T-beam has an effective flange width of 826 mm and the thickness is 117 mm. If the area of the…

A: Given data: Effective flange width beff = 826 mm Thickness of flange d = 117 mm Area of compression…

Q: A motor transmitting 60 kW at 600 rpm drives a solid steel shaft ABC with a diameter of 50 mm. The…

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Q: From the truss shown, design all the tension members using an unequal leg angle with a b of 127mm…

A: A36 steel  PDL = 150 kN PLL = 90 kN  PLr = 60 kN

Q: A stepped vertical steel bar ABCD is fixed at the top end A. Each segment of the bar AB, BC and CD…

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Q: sing NSCP 2015 limitations/specifications. Show your

A: Given:- f'c=20.7MPa fy=345MPa To find:- Permissible Flexurak capacity of T beam

Q: AN ALUMINUM ROD IS RIGIDLY ATTACHED BETWEEN A STEEL ROD AND A BRONZE ROD AS SHOWN IN THE FIGURE.…

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Q: The flywheel A rotates clockwise under the action of a 700 N-m couple. A band break is to be used to…

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Q: B. Work on the following problems. Indicate first under which case it belongs to and then solve…

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Q: Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method.…

A: Given data : E=80 GPa beam section = (150mm*150mm)

Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.