1- The Advantages and disadvantages of Post & Beam Construction
Q: Draw the shear force and bending moment diagram and label the values of the largest positive and…
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Q: 3. Determine the flows in the network illustrated in fig. 5.11; minor losses are given by Cm V²/2g.…
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Q: Problem 2: Draw the influence line for the vertical reactions at supports B, E, and G and the shear…
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Q: The angle 150x100x10mm is connected to a 8.5 mm gusset plate. The size of weld is 8 mm and using E70…
A: a) Find the length of the weld required at the toe of the angle.b) Find the length of the weld…
Q: incorrect please recheck i did the same method and got it incorrect , the book answer is 78.48kn
A: A vertical Sluice gate width = 2m depth = 2mUpstream side water…
Q: Compute the maximum flexural stress if the maximum internal bending moment of the beam is 60 KN-m.…
A: Maximum moment (Mmax) = 40 KNm = 60 × 106 N•mm To find:the maximum flexural stress.
Q: Determine the force in each member of the truss, and state if the members are in tension or…
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Q: Design a welded connection (E70) for an MC 9x23.9 of A992 Grade 50 steel connected to a…
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Q: In a Grid coordinate system you need to divide the survey zone into: Question 20Select one: A.…
A: Correct Answer: Option B is the correct answer.Since we know that in a grid coordinate system, all…
Q: A silty sand fill 4.5 meters thick and an estimated density of 20 kN/m³ is to be placed over 4.0 m…
A: eo = 1.255Cc = 0.29Cr = 0.035Cv = 0.79 m2/yrNOTE : As per guidelines, first 3 parts are solved.…
Q: iscuss methods to resist/manage wind loads and propose the best system for this project. Justify…
A: For the wind load resistance and load-bearing system selection for the given project, various…
Q: CHAP. 7] کیجا f. TRUSSES AND CABLES Solve for the forces in kips in the members CE and DF in the…
A: Forces in kips in the members CE and DF in the truss =?Use the method of sections
Q: For the truss shown in the figure, the magnitude of the force (in kN) in the member SRis 30 kN I 1m…
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Q: The beam-column in the figure below is a member of a braced frame. A second-order analysis was…
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Q: st unit weight of soil, gamma = 134 pcf factor of safety, FS = 3 quare footing carries the proposed…
A: As per the honor code, We’ll answer the first two question since the exact one wasn’t specified. So,…
Q: Derive and plot 3-hour Unit hydrograph for a stream which drains an area of around (401) km2.…
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Q: A hydrometer test has the following result: Gs 2.7, temperature of water 24 and L= 9.2 cm at 60…
A: Gs = 2.60,temperature of water = 24°C,R = 43 (K= 0.0132, L =9.2 cm)To find:we have to calculate the…
Q: 17. Equation 3.15 was generalized by Yudhbir et al. (1983) by replacing the unity on the right side…
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Q: Determine the permissible ultimate moment capacity Mn of the prestressed bonded beam shown in…
A: The yield strength of the prestressed tendons is fpy=240000 psi.The ultimate strength of the…
Q: A tractor drawbar is connected to an implement as shown below. The tractor pulls with a force of…
A: A tractor drawbar is connected to an implement as shown below. The tractor pulls with a force of…
Q: 1.5 m E A -2 m- 3 kN D B -2 m- C
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Q: A 3-m-diameter vertical cylindrical milk tank rotates at a constant rate of 12 rpm. If the pressure…
A: Rotates at constant rate (N) = 12 rpm Pressure at the centre of the bottom surface is 130 kPa.…
Q: A line load of q = 160kN/m with a = 45° is placed on a gre Figure below. Calculate the increase of…
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Q: A simple four legs intersection needs a fixed time signal and the traffic flow condition is shown as…
A: For a simple four legs intersectionthe lost time per phase is 4.2 secondsTo determine (a) the…
Q: A tension member consists of a double angle section with long legs back to back. The angles are…
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Q: rigid, uniform, weightless, horizontal bar is connected to three vertical members P, Q and R as…
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Q: For a highway curve with R = 800 m, I = 20°00', and Pl station = 3 + 290.600 m, calculate the…
A: Given data:Part A)Degree of curvature Part B)Length of curve
Q: Q1. Draw shear force and bending moment diagrams for the beam shown in the figure below. Consider…
A: Given data,beam is given pin support at A and roller at Budl intensity =25 KN/m over AB FINDshear…
Q: After the soil samples are taken and the soil properties determined, the engineer must design the…
A: Project management - Soil Samples, testing and designing a foundationthe soil sampling and testing…
Q: A closed-end steel pipe pile is driven into thick saturated clay strata. The diameter and length of…
A: For closed-end steel pipeDiameter of pile: d = 0.4 mLength of Pile, L=32 mTo find
Q: What does the moment diagram look like 分 1 24 P →>> H An L
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Q: The back tangent AV of a simple curve has an azimuth of 252° while that of its forward tangent VB…
A: Let us first draw the figure using the given dataTo calculate the radius of the central simple curve…
Q: 2. A vertical member of a steel truss is subjected to a live load of 25 kN and a service dead load…
A: LL = 25 kNDL = 50 kNU = 1.0Plate dimensions: 10 x 100 mmFactored load:P = 1.2 DL + 1.6 LL = (1.2x50)…
Q: 1. In a series of triaxial compression tests on a sandstone, the following repre- sent the stresses…
A: As per guidelines, we need to answer only 1st question.
Q: Q1:- discus the following sentence: - Most crops show significant signs of stress, such as wilting…
A: Wilting in crops is often a visible sign of stress, typically due to inadequate water availability,…
Q: Determine the reactions at supports. Assume “EI” is constant. Draw the moment diagram. Select the…
A: Given:Required:Support reaction and moment diagram
Q: 89 N has cross-sectional to an accuracy of ± area of 6 mm² and a mass of 2.32 kg. It is to be used…
A: As per question,
Q: For a highway curve with Da = 5°00', I= 20°30', and Pl station=63+25.53 ft, calculate the requested…
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Q: The tube shown is filled with mercury. Calculate the force applied to the piston. The piston is…
A: GivenDensity 13550 kg/m3Diameter 60 mmH = 250 mmh = 30 mmTo find out Force required
Q: Storm sewer system is to be provided to drain storm water to protect urban areas from flooding after…
A: As per guidelines,we need to answer only 1st question. So please , post other question…
Q: On the given beam, find the following unknowns use the SLOPE DEFLECTION METHOD. Assume that E is…
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Q: L. Load Analysis: A floor beam is used to support the 3-m width of a reinforced concrete slab having…
A: A reinforced concrete member can sustain these stresses for long periods by combining steel tensile…
Q: 7. Find the value of x in the systems below that makes them balance. (use the principle of moments)…
A: To fibd the value of X using principle of moments
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Q: Use latest NSCP/NSCP 2015 formula to solve this problem *Use hand written to solve this problem…
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Q: Draw SF and BM diagrams for the beam having overhangs on both sides and loaded as shown in figure.…
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Q: Highway curve has R = 1000 ft, I = 25°00', and Pl station = 26 + 40.00 ft. Part A Determine degree…
A: R = 1000 ft I = 25o00'We have to find-(A) Determine degree of curvature Da of the curve.(B)…
Q: For the following indeterminate truss (with SI = 1) determine all the member forces using the Force…
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Q: A channel shown is attached to a 12 mm gusset plate with 9-22 mm diameter A 325 bolts as shown. Use…
A: 12 mm thick gusset plateTo determine:the capacity of the channel based on the bearing strength of…
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A: As per given in the question, The grade, g, of a road is defined as the distance it rises (or…
- 1- The Advantages and disadvantages of Post & Beam Construction
2- The Advantages and disadvantages of Flat Slab System3- The Advantages and disadvantages of Structural Steel Frame4- The Advantages and disadvantages of Teel Braced Frame
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- The floor structural system shown in Fig 1 comprise W-section steel beams and girders supporting a 5-inch thick concrete slab which provides full restraint to the flanges of the beams. The density of concrete is 150 lbs./ft³. and the uniformly distributed live load L- 50 lbs/ft². L-22¹ 12' A. Beam B2 Gl GI [BI] FIG. 1-Steel Floor Beam 12' + (a) Strength Design i. Flexure (Bending) ii. Shear iii. Serviceability Design - Deflection --I 1) Produce a sketch of the floor plan showing the tributary load distribution areas for the beams and girders [B2] 2) Using AISC LRFD methodology design the following structural members using W-section A992 steel (Fy = 50 ksi). Assume the beams are cambered to offset dead load deflection. Use Design Tables in your solution.Design Specifications 1st and 2nd floor Member Roof Deck Load (Typical) Live Load Item Superimposed Dead Load (Typical) Live Load Superimposed Dead a. b. C. For the structural plan attached, Hint: Self-weight B1 B2 Notes: 1. For simplicity, neglect self-weight of concrete slab B3 G1 G2 C1 C2 Design Loadings Application Slabs Slabs Slabs Slabs Value 4 3 2 3 4 4 4 Value 4 means pinned means continuous Assume all members have the same stiffness (same El) for simplicity 8 4 6 Unit kN/m kN/m kN/m kN/m kN/m kN/m kN/m Unit kPa kPa kPa kPa Determine the factored bending moment (LRFD) to be used in the design of Beam B1 in kNm. Determine the factored shear force (LRFD) to be used in the design of Girder G2 in kN. Determine the factored axial load (LRFD) to be used in the design of Column C1 in kN. -I T C2 G2 C1 G1 C1 5000 B3 1 B2 B1 B2 C2 C1 ∙H. GROUND FLOOR FRAMING PLAN C1 I G2 H G1 İ 8 C2 C1 G1 C1 5000 B3 1 B2 B1 + B2 1 B3 . C2 C1 I C1 SECOND FLOOR AND ROOF DECK FRAMING PLAN G1 G1use ACI 318-11 code and thank you the matrial is reinforced concrete 1
- Determine the Design Flexural Strength of W460x52 A992 Steel with the following cases: CIVIL ENGINEERING STEEL DESIGN With Continuous lateral bracing Unbraced length = 4m, Cb = 1.0 Unbraced length= 12m, Cb = 1.0 a.) b.) c.) Fy = 345 MPa Properties: d = 450mm tf = 10.8 mm 1x 212x10mm* Cw 306x10 mm" Sx** 944 x10¹mm¹ bf 142mm MY Ag - 6650mm2 Zx 1090x10'mm' Ho439mm ry = 31mm tw* 7.62mm J-211x10¹mm* ly = 6.37x10 mm rls - 38.4mmCompression Member Analysis and Design 2Use single span beam. Show solution