9. Calculate the section factor for the most economical rectangular section having depth of 4m.

Q: Problem 3 For the beam and loading shown, determine the minimum required depth h, knowing that for…

A: Calculating the reactions on the beam: Ay=By=10×62Ay=By=30 KNVA=30 KNVB=-30 KN

Q: Select an adequate A992 W Shape to support

A: Pinned at both ends Selection is done based on LRFD and ASD  Effective Length = KL = 1x35'=35' (From…

Q: A rectangular beam having a width of 340 mm and an effective depth of 600 mm is provided with…

A: Given:- The width of the rectangular beam = 340 mm  The effective depth of the beam = 600 mm  The…

Q: Compute the total length of 10 mm diameter stirrups for a beam section 500 mm x 250 mm. Total length…

A:

Q: Define about the Horizontal line load at the surface ?

A: Horizontal Line Load : 1. Line load which the load is the effect on line as the load on Railway and…

Q: Refer to the illustration below. fc=28 MPa, fy= Determine the ultimate axial capacity of tl b.…

A:

Q: total length of column member, I = 3 m beam width, b = 6" or 150 mm (dressed) beam depth, d = 6" or…

A: Total length of column(L)=3 m Total load(P)=56.25 kN Width of column(b)=6" or 150 mm Depth of…

Q: Add 39 to all loads.

A:

Q: Determine the minimum cross section required for a rectangular beam from a shear standpoint so that…

A: The values given in the question are as follows: Shear force(Vu)=132 kN Characteristic compressive…

Q: A rectangular concrete 0.152cms.The bottom What should be the di cross-section if the slo

A:

Q: A floor system consists of 161 mm concrete slab supported by continuous T-beams with 7 m span. The…

A: Given data Thickness of flange, Df=164 mm Span, lo=7 m=7000 mm breadth of web, bw=306 mm depth of…

Q: The design shear strength PhiVn of W33x130 section is equal to:

A:

Q: Determine the steel area required for the section shown: If Mu = 1500 KN. M 70

A:

Q: For the beam cross section shown, assume bf = 5.6 in., tf = 0.52 in., d = 11.2 in., tw = 0.41 in.,…

A: Given section os symmetrical I sectionWidth of flange, bf =5.6inThickness of flange, tf =0.52…

Q: Use Cantilever Method and determine (approximately) the

A: Cantilever Method is an Approximate Method used : Axial forces acting in column is directly…

Q: Directions: Identify the corresponding bearing or direction for each given. Please observe proper…

A:

Q: determine the allowable block shear strength (kN)

A: The values and diagram given in the question are as follows: Weld size=8 mm Using A572 Gr.50 steel

Q: A short timber post of rectangular section has one side twice the other. It contracts by 0.05 cm/m.…

A: Given data in question  Change in length per length= 0.05 cm/m Axial load = 10 kN Modulus of…

Q: A floor system consists of 185 mm concrete slab supported by continuous T-beams with 11 m span. The…

A:

Q: Problem 6: If the resultant force acting on the bracket is required to be a minimum, determine the…

A: Given:- A bracket is given with three forces acting on it  The magnitude of the first force = F1…

Q: 3. A reinforced concrete beam has gross dimensions of 225mm x 400mm and reinforced for tension with…

A: Given  Width 225mm Depth 400mm Calculate effective depth  Clear spacing between bar

Q: The framing plan of a two-storey post tensioned structure is shown below. Due to some issues, the…

A: The given values are as follows,The size of tge square colunm =0.50by…

Q: Solve for AB, BH, and HG. Use only one section cut. B 12' 12 H. 24K

A:

Q: Define the concept below mentioned ? Bearing Capacity—Two-Way Eccentricity

A: Bearing capacity: it is defined as the capacity of the soils to withstand the external load. it is…

Q: ced one-way slab to carry a uniformly s 12 ft-long (from center-to-center o

A: Given:- uniformly distributed live load=600psf span=12ft long--c/c of the supports compressive…

Q: 1. Consider the floor plan shown in Figure. Compute th tributary areas for (a) floor beam B1, 84 (b)…

A: Tributary area: The tributary area is the area surrounded by a panel centerline that surrounds the…

Q: m wide by 290 mm high ro at the free end to 130

A:

Q: Situation 2. Determine the member forces BD, CD, and CE using Method of Section. Indicate if (T) or…

A:

Q: Compute the maximum El5 of the beam shown below. wit

A: Step 1

Q: Determine the allowable ultimate axial load on a rectangular short tied column 12 by 18 in. (300 by…

A: Given: Column dimensions = 300 x 450 mm Number of reinforcement bars = 6 Diameter of reinforcement…

Q: B 3 ft 6 ft A 3 ft Draw SFD and BMD

A: Find the reactions consider ∑Fy=0VB+VA=12(3)(600)+600(6)+12(3)(600)as it is symmetrical beam…

Q: A doubly reinforced beam, which have a base of 310 mm, and an effective depth of 410 mm, is…

A:

Q: Determine the radius of gyration (ry), in mm for the doubly symmetric I section shown below, using…

A:

Q: For a rectangular beam, instead of vertical stirrups, inclined stirrups at 45° from horizontal are…

A:

Q: For the same beam and loading shown, what is the slope at Point A?

A: FInd reactions:Take moment about A∑ MA=0-wLL2+RBL-2wL2L+L4=0RB=1.75wL∑…

Q: H.W.4: Determine the design moment strength of a rectangular concrete section reinforced with four…

A: Given : b = 305 mm, d= 419 mm, total depth h= 483 mm,  reinforced with three no. 9 bars, fy = 414…

Q: ACI Code Table 9.7.6.2.2 sets the maximum spacing of vertical stirrups of d/2. Explain why?

A: The required stirrup spacing can be calculated using the formula:-…

Q: 2. A rectangular beam with b = 400 mm and d = 500 mm is provided with 10 – mm vertical U stirrups…

A:

Q: A doubly reinforced beam, which have a base of 310 mm, and an effective depth of 410 mm, is…

A:

Q: vertical U stirrups with fy = 414 MPa. Assume fc' = 28 MPa. (Using Simplified Equation) a)…

A:

Q: Problem: Determine the design moment capacity for the section shown. 12" 15" 4 #10 bars 3" fy =…

A: The design moment capacity of the beam is given by: Mu=ϕAsfy(d-a2) Where, As = Area of steel…

Q: Problem 19.13 Determine the shearing strength of the beam shown 3 ft from the supports using the…

A:

Q: The framing plan of a two-storey post tensioned structure is shown below. Due to some issues, the…

A:

Q: A floor system consists of 168 mm concrete slab supported by continuous T-beams with 7 m span. The…

A:

Q: Refer to the beam below: 5m 11. Determine the indeterminacy. degree of

A: As per honour code we can answer the first three subparts . For rest part please submit a new…

Q: Determine the allowable ultimate axial load on a rectangular short tied column 12 by 18 in. (300 by…

A: Given: Column dimension = 300 x 450 mm Number of reinforcement bars = 6 Diameter of reinforcement…

Q: : Design a rectangular tied short columns with bars on end faces only to resist ultim load P= 3145…

A:

Q: What are the different formulae for determining the effective flange width for T beams?

A:

Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.