2. For the hollow box reinforced concrete beam of detail shown in Figure. Answer the following: 1- Locate the region where stirrups can be omitted? 2- Locate the region where stirrups can be spaced at maximum distance? 3- What is the maximum spacing of stirrups can be use? fy = 400 Mpa, fé = 30 Mpa

Q: 1. For the given loaded beam, the graph of the shear force from x = 2m to x = 5m a. a horizontal…

A: Given data

Q: ve similar El= 4.85x10 kips.in? If Q1= - 4 kips and Q2=7 kips, find A, in inches using the…

A: In flexibility method, unit load will be assigned at the point where deflection is to be found out.…

Q: Find the minimum required force per unit width to prevent the dam against sliding if h is equal to…

A:

Q: E= 29000ksi 1=291 in4 6 ft ↓↓↓ B Determine the deflection of the beam at midspan. Answer in inches…

A:

Q: From the beam shown: Determine the a/d ratio of the beam, at intervals 1.0 m. Identify if the beam…

A:

Q: The slope equation between points A and B for this beam will be a function of x to what power?

A:

Q: Find the centroid of the area of a trapezoid that has two equal slantig sides, a 12in base and a 6in…

A: To determine the centroid of the area formed by at trapezoid of given dimensions.   Given a…

Q: Situation: Determine the smallest value of load P acting at the midspan of FD needed in order to…

A:

Q: Using MOMENT-AREA Method for deflection analyze the beam below 25KN 10KN/m A El=120000KNM^2…

A:

Q: It is required to lay out a line on the ground 500 m. long. The 50 m tape used was 0.015 m longer at…

A: actual length of the tapeL=50mtemperature during measurement Tm=22°CTo=30.618°Cwe know that…

Q: 1. Analyse a continuous beam and show the SF and BM diagram. k 35KN mmmmy (21 5m # B 80KN # с 辛 2m…

A:

Q: 2....2

A: Please give positive rating

Q: Method

A:

Q: Use DOUBLE INTEGRATION METHOD to Determine the following: (a) the slope at A, (b) the deflection at…

A:

Q: Q3: Compute the reduced bearings of all sides of the following trverse. If AB = S 72° 39'W %3D B A…

A: The reduced bearing or quadrantal bearing system of measurement measures the angle from the north or…

Q: TOPIC: VIRTUAL WORK Calculate the vertical deflection at the center of the span for the beam l =…

A:

Q: 120 kN 50 kN/m LA 4m 6m 10m

A:

Q: Write the V and M equation of the beams loaded as shown and the diagram. Then repeat the method…

A:

Q: Q.1 Determine the slopes and deflections at B and C of a cantilever beam shown in Fig., by Moment…

A: Given:Required:Slope and deflection at B and C

Q: For the beam l-section below, calculate the second moment of area about its centroidal x-axis…

A:

Q: Give the following problem a try. If you get stuck, here is one way to work it: Essential Solution…

A: Given:- EI = 558000 kips-in2 EI = 3875000 lb-ft2 Note:- 1 kip-in2 = 6.944 lb-ft2

Q: For the beam and loading shown, what is he equation of the DEFLECTION for portion AB of the beam.…

A:

Q: using the Virtual Work Method. Determine the deflection and slope at point B.

A: ##Calculate the deflection and slope at B using unit load method

Q: Applying the Double Integration Approach. With E = 200 GPa, consider a section of 250 mm x 450 mm.…

A: E = 200 GPa Beam size = 250mm × 450mm Determinea. Deflection at point B. b. Deflection at point D.…

Q: STRUCTURAL THEORY Topic: Area Moment Method Show complete solution and provide illustration or…

A: Given data  EI = constant  Find  1. Slope at left support  2. Deflection at 1m left of right…

Q: 8. The beam has the following data: fy = 275 MPa, fc' = 30 MPa, base = 360 mm, effective depth = 450…

A: Given,  Fy= 275 Mpa fc'= 30MPa Base/width (b) = 360mm Effective depth (d) = 450mm Diameter of bar =…

Q: For the beam shown, calculate the beam deflection at A. Assume that a = 4.7 ft, b = 7.1 ft, c = 9.4…

A: By moment of Constant DeformationVA1=WL48EI       =950×(4.7)4×12×12×128×550000×103        = 0.182…

Q: Simplify the loadings that need to be simplified in this diagram

A: The load R acts upward and load Q acts downward. Load R can be divided to two halves that one half…

Q: For the cantilever beam shown below, determine the deflection at point B using the method of virtual…

A: ∑V = 0 VA = 1.5 x 4 = 6 k ∑MA = 0 MA - 1.5 x 4 x 6 = 0 MA = 36 k.ft Moment at section in AC, M1 =…

Q: player releases the horseshoe at A with an initial spe ngle 0 for which the shoe will strike the…

A:

Q: 2.2.3. Problem 3 The built-up section shown is composed of two 8" x 6" x 1" angles riveted to a 12"…

A:

Q: Determine the slope at A and deflection at C in the beam shown below A 12 kN/m !!!! 3 m ↓↓↓↓↓ C 9 KN…

A: Data given Find : Slope at A  Deflection at C

Q: The magnitude of slope at end B for propped cantilever beam as shown in figure below if the end B is…

A:

Q: Determine the deflection at the free end if EI = 362500Kft² by virtual work method. 15 k/ft 38 ft…

A: Real beam:Virtual beam:

Q: find the rod reading at P

A: given- a wye level  is used to take reading at point P and Q. to find- rod reading at P.

Q: Topic: Conjugate Beam Method Show complete solution and provide illustration or drawing supporting…

A: A simply supported beam, with an overhanging portion of 3 ft is given. 3 ft from the hinged support…

Q: An inclined steel beam is provided below with load W = 1.5sin(x − n) + 3 kN/m. - Determine the…

A: Beam  is inclined,  Maximum Deflection by double integration method

Q: a.) Derive the shear and bending moment equations for the entire beam. b.) Draw the complete shear…

A: Shear force : Shear force is a force that acts in a direction parallel to (over the top of) a…

Q: For a beam with the cross-section shown (w=98 mm and h = 128 mm), find the distance from the bottom…

A:

Q: 1200 300, 600 250 150 150 1420

A:

Q: From the given beam loaded as shown, Let P = 4 kN, L = 1 m, a = 6 m. E = 200GPA, I = 2000 x 10^6mm^4…

A:

Q: It is required to lay out a line on the ground 500 m. long. The 50 m tape used was 0.015 m longer at…

A: Given- L=50mP=18kgT=30.618°cT0=22°cP0=14KgArea=0.02 cm2

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.