> Calculate the shear strength provided by the concrete > Calculate the shear strength provided by 12mm diameter ties spaced at 100mm center to center > The beam is to be redesigned for a shear force of 455 kN. Using 10mm diameter ties spaced at 90mm center to center, how much is the required width of the beam?

Q: 16" Design a rectangular footing for an Square Corner Column and PLL= 180 kips. Make the length of…

A: Square column size- 16''PDL= 280 kipsPLL=180 kipsL=1.5Bfy=60 ksif'c=4000 psifa=4 ksfFooting base-…

Q: 7-18. Determine the slope at D and the displacement at the end A of the beam. El is constant. Use…

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Q: To accommodate the rise and fall of the tide, a walkway from a pier to a float is supported by two…

A: RA = 1470 N

Q: Leads with Long curve | = 107°21'42" T, = 800.76 S DL = 6°00'00" (arc definition) Ds = 12°00'00"…

A: Given- I=107°21'42''T=-800.76D=6°00'00"Ds=12°00'00" Formula- L=θ360×πD To Find- Length of short…

Q: 3 A triangular channel with apex angle 60° is carrying a uniform flow of 4.25 m/s with a depth of…

A:

Q: For a certain arrangement of two bars carrying only axial forces, the equilibrium and compatibility…

A: Given; The equilibrium and compatibility equations are: Equilibrium: t1+3t2=2kN Compatibility: 2e1 +…

Q: Provide

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Q: Draw the shear and moment diagram of this beam. -8- 30 -4 -4 4 kN/m -8 m B 80 kN-m +4m- 2 -200 30 kN…

A: Given: Required : Shear and moment diagram

Q: moment A P514 B B

A: Given one side hang beam with BMD diagram and asked to draw the deflection curve, shear diagram and…

Q: Q6/ A horizontal bracket ABC shown in Fig. (6) consists of two perpendicular arms AB and BC. Arm AB…

A:

Q: A freeway section is estimated to carry an annual average daily traffic (AADT) of 40,000 vehicles…

A: Annual average daily traffic, AADT = 40,000 veh / day Directional factor , D = 0.6 , DDHV = 2640 veh…

Q: Outcome Negligible Minor Significant Major Catastrophic Likelihood 15% 35% 27% 18% 5% Impact on…

A: Given- Likelihood and impact on schedules are given   Concept- Risk outcome= likelihood ×impact   To…

Q: Dimensions: L= H= E= A= |= t= a-= Applied actions: W= AT= 2475000 kN/m² 0.404 m² 0.081 m 0.312 m…

A: Given; L = 4 m H = 4 m E = 2475000 kn/m2 A = 0.404 m2 W = 45 kn/m

Q: 2) Use the method of joints to find the force in each member of the truss shown below in Fig 5.2

A: The truss is shown below

Q: The horizontal top of a concrete column is subjected to the system of forces shown. Represent the…

A: Sign convection Along axis direction = positive Along opposite direction = negative - Along x…

Q: For the beam shown whose rectangular cross-section is identical with base 350mm and height 750mm,…

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Q: Water flows at 150 ft³/s down a rectangular channel made of finished concrete. The channel has a…

A: Water flow=150ft3/sec Channel width=10ft Downward slope = 0.0002 manning's constant n=0.0012 Water…

Q: A beam AB is fixed at both ends and carries a uniformly distributed load of intensity per unit…

A: We have to determine the percentage increase in bending moment at A

Q: Problem For the beam of Problem 8.23, determine the maximum positive bending moment at point D due…

A: Influence line for MD

Q: A two lane single carriage-way is to be designed for a design life period of 15 years. Total two way…

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Q: signalized intersection approach has an upgrade of 4%. The total width of the cross street is 60 ft.…

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Q: Tow super-elented concentric roadways Separated by a distame of 12.19m between their center Lines,…

A: Given; Distance between centerlines (D) = 12.19 m Radius of the inside road (R) = 304.8 m Rate of…

Q: Handwritten work only pls For each beam, draw the shear and moment diagrams, label the maximum…

A: The beam with loading and support conditions is given as To find:- Shear and moment diagrams…

Q: A flange bolt coupling consists of 8 42 mm diameter steel bolts spaced around a bolt circle 192 mm…

A: Number of bolt (n) = 8  Diameter of bolt (d) = 42 mm Diameter of bolt circle (D) = 192mm  Allowable…

Q: Situation 8- The cantdever beam shown is fixed at C. Given: L = 25 m, a = 0.3 m P = 40 kN, w = 8…

A: L= 2.5 m, a= 0.3 m , P-40 kN, w= 8 kN/m   Calculate the moment (kN-m) at C=?  Calculate the torque…

Q: Use the below data to find speed at capacity Speed, u, (mi/h) y Density, k (veh/mi) x, 53.2 48.1…

A: The filed data of speed and density are entered in the table with respect to linear regression form.…

Q: Slender column with two fixed ends. Find the Euler formulae (critical load), M Where =I dx² ΕΙ

A: Let the Euler's crippling Load be P. We have a column which is slender and fixed at both the ends.…

Q: Given a vertical flow in a stratified soil which consists of three layers, their depths are di, d2,…

A: Three layers of stratified soils with depths d1, d2 and d3.  Hydraulic conductivities of soils, k1,…

Q: Use LRFD and (a) Select a W 18 of A992 steel. Use the column load tables. (b) Select a W14 of A572…

A: Hi! As per the guidelines we are allowed to solve only one question at a time. As you have not…

Q: 5.116 A pump is to move water from a late to a large, pressurized tank at a rate of 1,000 gallons in…

A:

Q: QA: A farm of 36 hectares is supplied by open field drains. The spacing of these drains were…

A: Given; Farm area = 36 hectares = 360,000 m² Drain spacing = 250 m Area covered by each drain = 6…

Q: 1. Refer the Fig. 1. Estimate the side resistance Qs by a. Meyerhof's method. K= 1.5 and 8' 0.6 Ø1…

A: Size of the concrete pile:- D= 460mm k= 1.5 L= 20m To find: (a) side resistance Qs by Meyerhof's…

Q: A car is traveling up a 1.5% grade at 65 mi/hr on good, wet pavement. The driver brakes to try to…

A: Given; Grade: 1.5% (or 0.015 as a decimal) Initial speed: 65 mi/hr Reaction time: 1.5 seconds…

Q: Q2 Rankine's lateral pressure distributions against the vertical wall are include the effect of a…

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Q: the gross bearing capacity of a footing is 460 kN/m². If the footing is 1.5 m wide and is a depth of…

A: Gross bearing capacity, Qg=460 kNm2. Footing, B = 1.5 m Depth, Df=1 m Soil unit weight, Y=20 kNm3.

Q: Q2 (b) Rankine's lateral pressure distributions against the vertical wall are include the effect of…

A:

Q: 4.) GIVEN THE PHASE DIAGRAM SHOW. WHAT IS THE V₂ Va 3 AIR WATER SOLIDS W= 10% 25=165.416 f1³ 8moist…

A: Moist unit weight (γm) = 127 lb/ft3 Solid unit weight (γs) = 165.4 lb/ft3 Water content (w) = 10% =…

Q: how do you determine The highest possible design speed for the curve how do you assume whats correct…

A: The highest possible design speed for the curve: It is obtained by comparing the calculated middle…

Q: F G 4@3m= 12m H K

A:

Q: Q1: Using Thiessen Polygons method to find the average precipitation over the area shown in the…

A: Determine the average precipitation over the area using Thiessen polygons method

Q: Refer to the figure. The net excavation (yd³) from Station 1+00 to Station 3+00 is most nearly: (A)…

A: Given the details of the earthwork in the following figure. The net excavation from Station 1+00 to…

Q: 2. Determine if the composite beam pictured below is adequate for this application (this includes…

A: For W24 x 94 composite beam given: Thickness of all members = 4in  Span Length = 30' , Service Live…

Q: Situation 4. Situation - A wide flange section has the following properties: I= 108 x 106 mm² b =…

A:

Q: If R is the radius of a circular curve, then the versine on a chord of length C is given by (a) (c)…

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Q: Water is flowing in a rectangular channel having width 3.85 m and depth 0.86 m. Classify the type of…

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Q: the virtual work method to determine the rotation of joint D of the frame shown

A: Using the virtual work method/ Unit load method, determine the rotation of joint D.   In the…

Q: * the frame below, F = 9.7 kips, a = 6 ft, b = 5 ft, and c= 5ft Determine the magnitude of the…

A: F = 9.7 kips, a = 6 ft, b = 5 ft, and c = 5 ft To find: The magnitude of horizontal force at B

Q: As shown in the figure, at point A, the height of the theodolite i=1.400m is measured, and the…

A: Height of the theodolite = 1.400 m The reading of the upper wire = 1.242m The reading of the middle…

Q: For the PI Inaccessible problem: Sta. X = 75+50.00, XY =800.00 ft, angle x = 35°00'00", angle y…

A: Given; Sta. X = 75+50.00 XY = 800.00 ft. angle X = 35 DEGREE angle Y = 30 DEGREE Radius for the…

Q: In undisturbed air stream, where the pressure is 14.7 psi and density at standard sea level…

A: V1 = 500 ft/s ; V2= 590 ft/s 1 ft/sec = 0.3048 m/s 500 ft/sec = 152.4 m/s =V1  590 ft/sec = 179.8…

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.