The force in AD
Q: A simple curve of the proposed extension of Mantabahadra Highway have a direction of tangent AB…
A:
Q: shear and moment diagram. Show your solution. (input the maximum moment of the bear including the…
A: For analysis of beam, the beam is divided into three parts from internal hinges. 1. Part AB 2. Part…
Q: A 5º curve intersects a property line CD at point D. The back tangent intersects the property line…
A:
Q: Calculate the dead load of a 23 x 30 cm reinforced concrete beam that is 5 m long. The beam has a…
A: Dead Load A load (weight) that doesn't fluctuate appreciably over time is said to be dead. The idea…
Q: An air-conditioning contractor is installing a heat pump system in a privatehome. He has agreed to…
A: Given: Heat pump costs=$1,495 Electrical supplies=$53 Ducting= $81 Other supplies= $39 No of labour…
Q: An old pipeline which has relative roughness K D = 0.005 operates at a Reynolds number which is…
A:
Q: A simply supported beam is loaded as shown in figure A. Find the horizontal and vertical reaction at…
A: Let,RA=Vertical reaction at support A in upward direction.RB=Vertical reaction at support B in…
Q: A hollow cylindrical cast iron column is 4 m long with both ends fixed. Calculate the minimum…
A: Given data, A hollow cylindrical cast iron column, Length= L= 4m= 4000mm Psafe= 250kN Fos= 5 σc=…
Q: A smooth flat plate is in a parallel flow stream. The ratio of the drag over the upstream half of…
A:
Q: Compute/Derived the following: a. wall shear b. wall moment c. Reaction
A: "Since you have posted a question with multiples subparts we will solve first three for you .To…
Q: A smooth flat plate is in a parallel flow stream. The ratio of the drag over the upstream half of…
A:
Q: PROBLEM: Prove that the truss shown is statically determinate and solve for the force members. State…
A: Solution: Check for static determinacy: member = 21, reactions = 3 and joints = 12 m+r=21+3=24 2j =…
Q: O O 00 EGL HGL EGL HGL Water T = 10-C O None of them correct EGL HGL Water T= 10-C Water T= 10-C…
A: Given:- Pipeline with a reservoir, pump and a pressure measuring gauge having a pressure of -88.29…
Q: N. Draw a free body
A:
Q: Problem 1.3. Calculate the minimum non-passing sight distance on a highway at a descending gradient…
A: Given data, Gradient on highway,s= 6% Design speed =V= 80kmph Reaction time= t= 2.5s f= 0.4 Find out…
Q: What is the value of angle θ in degrees? B. What is the magnitude of force T?
A:
Q: A beam with a weight of q = 120 N/m and a concentrated load of 800 N applied at midspan is simply…
A:
Q: Using suitable examples, discuss the difference between the Static efficiency and the Dynamic…
A: Static efficiency and dynamic efficiency are two names for the same thing. Dynamic efficiency allows…
Q: Please answer with full explanation. ASAP. I will really upvote. Thanks
A: Solution: At C, 20N force is transferred to point C as 20 N force and a couple -20 x 5 = 100 Nm
Q: The copper pipe shown in the figure has an outside diameter of 3.375 in. and a wall thickness of…
A: Given: pipe diameter Thickness Uniformly distributed torque Lengths To find: Shear stress at A…
Q: Find the work done in moving object of mass 40 kg through distance of 6.66 m by applying force of 5…
A: To find out the workdone in moving object. Data, Mass = 40 kg Distance = 6.66 m Applying force = 5…
Q: A steel tape is 100.00 ft long and has a weight of 0.0225 lb/ft and is used to measure a line from A…
A:
Q: The stopping sight distance (SSD) for a level highway is 140 m for the design speed of 90 km/h. The…
A: given- SSD=140 mV=90 kmph=25 m/sg=9.81 m/s2a=3.5 m/s2=fgt=??
Q: BC, CD AND DE are 2m in length. all members act at right angles sketch the bending and torsional…
A: we divide each section, and using equilibrium equations we balance the forces and moments in each…
Q: Find void ratio of soil
A: Solution : givendata moisture content = 0.44 specific gravity = 2.1 saturated soil = 0.3 we know the…
Q: what is the approximate elevation of international Falls above sea level?
A: Answer As per Elevation map of International falls, elevation of International falls ranges from…
Q: answer b.
A: a=15min b=0.01 veh/hr/min c=6000veh/hr d=150veh/hr/min
Q: Example: Find x and y components for the force shown. F-316 N 35 degrees
A:
Q: Explain why the mean of a data set is not a good way of defining the dispersion of the reported…
A: A data set is a grouping of connected, discrete pieces of connected data that can be viewed…
Q: As shown in the figure below, three steel wires, each 0.05 in² in area, are used to lift a load =…
A: L1=84.98ft L2=84.99ft L3=85ft A=0.05 in2
Q: The force of magnitude F = 84 lb acts along the edge of the triangular plate. Determine the moment…
A: Given, A triangular plate, F= 84lb
Q: using the principle of s
A: Degree of static indeterminacy = 0 First, we will separate the low loading as shown in the fig…
Q: A prestressed concrete beam 150 mm x 300 mm supports a live load of 5 kN/m over a simple span of 8…
A:
Q: Find the ultimate moment of resistance for the rectangular section reinforced as shown below.
A: b = 280 mm d = 510 mm d' = 50 mm (Taking 50 mm effective…
Q: Complete the following paragraph such that it correctly summarises the outcome of this scenario: A…
A: Given- The graph between young modulus & yield strength is given as shown below.
Q: Calculate the mean areal precipitation of the river basin shown based on the given data given using…
A:
Q: For soil profile shown in Figure below. If the clay is normally consolidated, a) Estimate the…
A:
Q: In an Oedometer test, the void ratio of a clay decreased from 0.652 to 0.51 under change in…
A:
Q: What does the variables stand for and assumption is valid ?
A: Stress strain diagram for singly reinforced beam
Q: m 2m iokN zm 25 ки 2m a) a solve for maximum Deflection using Double-Integration Method. Also use…
A:
Q: (i) the resultant force due to water pressure and the height of its line of action (ii) magnitude of…
A: Width of lock gate = 8m If there are two gates, the width of the canal = 16m Height of the lock…
Q: How could you If it is statically te or statically ate memb
A: If the sum of all forces on the structure is zero and structure is in rest condition then it is…
Q: 50g of CO₂ and 25g of CH4 are produced from the decomposition of municipal solid waste (MSW) with a…
A: given- 50 g CO225 g CH4formula weight=120 gpopulation=1 million
Q: Example: Determine the resultant of the forces shown. 80lb tat 3' + 50%b 3' 60%b +21 90%b
A:
Q: A grit chamber of rectangular cross-section is to be designed to remove particles with diameter of…
A: Given data- Diameter of particles d=0.25 mmG=2.70settling velocity Vs=2.5 cm/swidth of chamber…
Q: Situation 2 | Beam ABCDEFG below is subjected to multiple loads as show. The total length of the…
A: Given:- L=10mABCDEFG beamTo find:-shear equation for segment B_Cmoment equation of segment C-D
Q: 3. Draw the shear-force and bending-moment diagrams for the beam shown. Provide a detailed and…
A: Given data Find shear force and bending moment diagram.
Q: Prob.9. A retaining wall 6 m high with vertical back, supports a cohesive backfill having unit…
A: Given that, Height of retaining wall, H = 6m Unit weight of soil, Y= 19kN/m³ Apparent cohesion, c =…
Q: Prob.5. Samples of a dry sand are to be tested in triaxial and direct shear test. In the triaxial…
A: Given, Major principle stress, σ1 = 960kN/m2 Minor principle stress,σ3 = 260kN/m² Normal stress=…
Q: Draw the shear force and bending moment diagrams for the structure that it shows. Indicate the…
A: Draw FBD:
Step by step
Solved in 2 steps with 3 images
- A beam is subjected to a concentrated force, as shown in the figure below, try to find the Elastic Curve after the beam is stressed, The flexural stiffness of the beam section is constant El: (a) When using the Double Integration Method to solve, it is necessa to use the boundary conditions (Boundary Condition) to get the constant term after integration, what are the boundary conditions of this problem? (b) Find the elastic curve from point A to point C (x1). (c) Same as above, find the difference between point C and point B (x2) Elastic curve.Compute the compressive strength of a WT 12x81 of A992 steel. The effective length with respect to the x-axis is 25 feet 7inches, the effective length with respect to the y axis is 20feet, and the effective length with respect to the z-axis is 20 feet WT12X81 A 23.9 t₁ 1.22 ly 221 d 12.5 k des 1.72 J 9.22 bf 13.0 y 2.70 Cw 43.8 tw 0.705 293O 88 130% v - + I Annotate T| Edit Trial expired Unlock Full Version ENGR 263 + A A A T O 4.10 Member AB is the beam under consideration. As shown in the illustration of the loading condition, member AB is an overhanging beam that supports a uniformly distributed roof load of 500 lb/ft. It also carries concentrated loads from a rooftop HVAC unit (4000 lb), an interior hanging display support (2000 lb), and a marquee sign (3000 lb). Marquee overnang Displau SLIPPort II Raof Kiots Ol I W = 500 Ib/Ft A B 4000 b 2000 000 I Steel beam !! I1 3 FE 5 FE - Ft RoOFtop HVAC unit 10 FE 4 Ft Marquee sign< R R2 Steel beam (negligible weight) Free-body diagram Dispiay Support Loading condition
- 5. Select the lightest W12 shape for a column subjected to an axial compressive load of 730,000 Ibs. The unbraced length of the column is 22 feet and uses fixed connections. Use the AISC column tables.A - 150 B- 125 C- 75A= 63.04 cM², bF = 100 wm, tF = IS-3 wm For ISMC 400 tw = 8.6 mm, Ixx = 15123.4 cm4 For ISA 1asx75X 10 Iyy e 8t-6 an, Crr = 4.04 cm Ivy = s06.3 cnt, cuy = 243 cM ISA 125X TSX10 A = 19.02 Cu? Ixx = 300. 3 CM", Cy y = 1. 76 cm ISMC 400 For the builtup section shown in the figure, provided are the details of the individual structural properties. Find: [ Select ] The x bar from the bottom of the overall figure [ Select] the centroidal MOI lyy
- DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES 12 Type EDSM Nomenciature AISC Manual Label C15X50 14.7 3.72 3.52 3.40 15.0 8716 0.799 404 11.0 17 C1SK40 C15X40 118 10.0 150 0520 0.400 0510 0650 0.650 0.501 0.501 0.501 0.778 348 315 C15K339 15.0 120 0.788 .07 C1200 C12X25 C12207 C1200 8.01 7.34 3.17 0.674 162 5.12 C1228 C12207 12.0 3.05 234 0.674 144 445 12.0 0.282 129 3.05 1. Determine Ixx (Centroidal) Not in the choices [Select] 1987.6 2. Determine lyy (Centroidal) 1642.67 Not in the choices 1612.7 1752.5V125 cos- – j sin 11 11 Simplify cos + j sin 11 Cos 11B2-8m RC Beam Sec B-B Sec A-A Sec A-A C1 (0,8x0,8)m Sec A-A- Sec 8-B A Sec A-A- 143.9* Sec A-A Sec A- Sec B-B Sec C-C Sec C-C Soc B-B Sec Sec C-C -3.185m Sac A-A-D 83=4.5m Sec B-B -Sec 8-8 C1 (0,8x0,8)m DBT Figure 2: Plan of Reinforced Concrete Beams Sec A-A -C1 (0.8x0.8)m