for a w shape beam of A990 steel, if the beam is compact and laterally supported and has Z-101 in the design bending strength for the beams is A) 421 fi-tin
Q: The cumulative arrival and departure curve of one cycle of an approach lane of a signalized…
A: Given data- Cumulative arrival and departure curve is given, Cycle time = 50 s, Effective red time =…
Q: plus 2.8% grade elevation intersects a minus 5.1% grade at station 2 + 087.224 at an elevation of…
A:
Q: A cantilever timber beam with a span of L = 2.2 m supports a uniformly distributed load w. The beam…
A:
Q: If you ignore the labels and caption of the figure, and simply look at the geological formations, is…
A: It is noted that labels and captions of the figure is to be ignored.
Q: Given a horizontal simple curve of 4 m, an intersection angle of 32 degrees, and the PI station of 1…
A:
Q: The discharge required for Rabi and Kharif crops are 0.4 m3/s and 0.3 m³/s respectively. The…
A: Given data- Discharge required for rabi QR=0.4 m3/s, Discharge required for Kharif QK =0.3 m3/s,…
Q: Q.4] An inverted siphon was used to pass a discharge of canal under the main road with 0.2m head…
A: Given, Head Loss (HL) = 0.2 m Area of siphon (As) = 1.5m x 1.5m = 2.25 m2 Manning's n = 0.013…
Q: 9. An experimental setup in the laboratory is shown. Two 50 mm diameter soil samples A and B are…
A:
Q: Scale factors figures must be the same proportions on all sides from the original figure.
A: This question is related to Building Drawings and Design from Civil Engineering. In this question…
Q: A thick cylinder 1 meter inside diameter and 7m long is subjectedto an internal fluid pressure of…
A:
Q: It is a form of subsurface presentation that depicts the position and thickness of various strata.
A: Geological subsurface maps- Geological subsurface maps means the map which find out the geological…
Q: A beam is subjected to equal bending moments of M₂ = 2800 N-m. The cross-sectional dimensions are b=…
A:
Q: A high-strength steel [E = 188 GPa] tube having an outside diameter of 67 mm and a wall thickness of…
A:
Q: An element is subjected to biaxial normal tensile strains of 0.0030 and 0.0020. The normal strain in…
A:
Q: A student began an experiment for the determination of 5-day, 20°C BOD on Monday. Since the 5th day…
A:
Q: THEORY OF STRUCTURES Use the substitute member to make a complete analysis of the complex truss…
A: Solution: Compute the support reactions ΣFx=0-ax+30=0ax=30…
Q: sing appropriate examples, please explain how structural testing differs from functional testing.
A: In civil engineering, structural testing and functional testing are used to evaluate the performance…
Q: The bell crank is in equilibrium for the forces acting in rods (1) and (2). The bell crank is…
A:
Q: A W8x40, A36 steel is used as a simply supported beam uniformly loaded over a span of 6 m. If the…
A: Given:- The steel section used = W8×40 The length of the beam = 6 m A36 steel grade is used The…
Q: Reduce the following set of differential leveling notes and perform the arithmetic check. Station BM…
A:
Q: Q3-(35%) The following figure shows the layers of soil in a tube that is 100 mm x 100 mm in…
A: The diagram is given in the above figure. Cross section of each soil = (100 mm * 100 mm ) = (10 cm…
Q: estion about Sanitary Engineering Question: A Water supply scheme has to be designed for a city…
A: The major types of drafts that may be required to be recorded for an average water consumption of…
Q: At a municipal waste handling facility, 30 metric ton mixture of food waste, yard waste, and paper…
A:
Q: A camera equipped with a 152 mm focal length lens is used to take a vertical photograph from a…
A: Given: Focal length of the camera, f = 152 mm A Flying height, H = 2780 m Elevation, h = 500 m
Q: A Pelton wheel has a mean bucket speed of 10 m/sec with a jet of water flowing at the rate of 0.7…
A: Given Data Pelton wheel turbine Mean bucket speed (u) = 10 m/sec Flow rate (Q) = 0.7 m3/sec…
Q: A sandy loam soil holds water at 140 mm/m depth between field capacity and permanent wilting point.…
A:
Q: Topic: Theories of Unlined Canal Design Question 5 The width and height of a right angular gravity…
A: Given data- Right angular gravity dam- Width B=26 m, Height H=18 m, Freeboard FB=1.5 m, Coefficient…
Q: A 3m B√ 3.5m JD 3m 2.By using the Double Integration Method or DIM, Find the deflection at midspan.…
A:
Q: A rectangular open channel of width 5.0 m is carrying a discharge of 100 m3/s. The Froude number of…
A: Given that:- width of channel = B = 5.0 m Discharge = Q = 100 m3s Froude number of the flow = Fr =…
Q: 1. The timber columns that support the beam have the dimensions 600mm x 800mm x 3m. The angle of the…
A:
Q: A 15 m x 20 m mat foundation shown in Figure (Q4), carries a building load of 4200 tonne and is…
A:
Q: Determine the y-coordinate of the centroid of the shaded area shown. 12" Parabolic. 5" Answer: = 7"…
A:
Q: There is a small initial clearance A= 5 mm between the left end of the beam and the roller support…
A:
Q: Using double integration method (DIM), determine the slope and deflection at point C. consider El as…
A:
Q: A symmetrical three hinged parabolic arch has 40 m span and 5 m rise. A vertical downward load of 30…
A:
Q: The drainage area of a watershed is 50 km². The index is 0.5 cm/hour and the base flow at the outlet…
A:
Q: For the shape shown, a = 5 in., b = 35 in., and d = 20 in. Calculate the vertical distance from…
A: Given Data Find the vertical distance from point H to centroid.
Q: V. vi. vii. Soils are derived from the weathering of rocks and are commonly described by terms such…
A: The majority of land is covered with loose surface material called soil. It is made up of both…
Q: An A36 W14X605 simply supported steel beam with span L=14.4m carries a concentrated service liveload…
A: To calculate the maximum service PLL that the A36 W14X605 steel beam can carry based on flexure…
Q: For a saturated sand deposit, the void ratio and the specific gravity of solids are 0.70 and 2,67…
A: Given that :- void ratio = e = 0.70 specific gravity of solids = G = 2.67 To calculate the critical…
Q: A cantilever timber beam with a span of L = 3.5 m supports a uniformly distributed load w. The beam…
A:
Q: Following observations were made for conducting a water budget of a reservoir over a period of one…
A:
Q: A soil has a specific gravity of its solids equal to 2.65. The mass density of water is 1000 kg/m³.…
A: Given that:- Specific gravity of solids = G = 2.65 mass density of water = γw = 1000 kg/m3…
Q: If the bearing of the side AB of a regular hexagon traverse ABCDEFA shown in the figure is 36°45',…
A: Given- Regular hexagon ABCDEFA- Fore bearing-FB=36o45' It is needed to find the value of the bearing…
Q: Q4. ANALYZE THE GIVEN STRUCTURE USING THE MOMENT DISTRIBUTION METHOD NOTE: STOP AT THE 5TH ITERATION…
A:
Q: A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars…
A: Given:- The width of the beam (b) = 250 mm The depth of the beam (d) = 500 mm The bottom…
Q: The composition and phase diagrams of a typical soil mass is shown in Figure Q1. If the specific…
A: Given:- Gs=2.7 To find:- To prove γbulk=26.51+w1+e Concept:- Bulk unit weight of soil is defined…
Q: The pressure at the 2nd floor faucet in the residential building is estimated to be about 43 psi for…
A:
Q: Q5 A concrete bridge is designed with an arch in the shape of a parabola. The road over the bridge…
A: Given, Length of bridge (L) = 120 ft Height of bridge (H) = 50 ft
Q: 1-7. Determine the resultant internal loading on the cross section through point D of the pliers.…
A:
Step by step
Solved in 2 steps with 2 images
- Determine the design moment capacity of the beam with given properties below. bf = 550mm bw 350mm tf = 100mm %3D d = 370mm %3D d' = 100mm %3D fc' = 34.5 MPa fy = 400 MPa %3D As = 6-32mm bars a USE NSCP 2001, Mu = kN-m b. USE NSCP 2015, Mu = kN-mWhere is/are the location(s) of the maximum compressive flexural stress? A simple I-beam is loaded as shown. 20 mm P KN PKN P KN B 20 mm- B с D L/4 m L/4 m L/4 m Pin support at the NA Midspan at point B Mid span at point D Midspan at the top fiber Roller support at top fiber Section D at the top fiber Section C at +170 mm from the NA L/4 m 20 mm C 250 mm 150 mm 150 mm D AThe cantilevered W530 x 150 beam shown is subjected to a 7.5-kN force F applied by means of a welded plate at A. Determine the equivalent force-couple system at the centroid of the beam cross-section at the cantilever O. 0.58 m -5.3 m- 7280 F
- The cantilevered W530 x 150 beam shown is subjected to a 7.5-kN force F applied by means of a welded plate at A. Determine the equivalent force-couple system at the centroid of the beam cross-section at the cantilever O. 0.58 m -5.3 m- 28 Answers: F = i+ i j) kN Mo = k kN-mb) This is a concrete frame (the interior lines represent reinforcing bars), If P is dead load, draw the BMD and the SFD as a result of ULTIMATE LOAD. 6.0 ft. P= 1.0 Kip Own weight of the beam = 1.0 kip/ft. (Uniform dead load)* A For the RIGID beam shown, find the :deflection at point B 2m B 3m C 3m 50 kN ID +0.025 m O -0.025 m O Non of them O -0.125 m O +0.125 m O No deflection O
- Wo A B Q3. Prove that the stress of beam under bending moment is My x- I /2A steel beam having a span of 14 m. carries a dead load concentrated load Pp = 60 kN at its midspan. The beam is laterally supported at its span. Properties of the wide flange section. rts - 104.39 mm ho - 338.08 mm Jo -1.69 x 10^6 Cw - 4.3 x 10^12 d=356.11 mm tf = 18.03 mm tw - 11.18 mm Sx - 2343 x 103 mm rx = 155.96 mm ry - 93.98 mm Sy = 818 x 10^3 mm Zx = 2573 x 10^3 mm Zy= 1239 x 10^3 mm Fy = 345 MPa Iy = 151 x 10 mm Lp=3.98 Lb=14m Lr=12.98 Cb=1.14 Determine the safe concentrated live load that the beam could support at the center based on its design strengthWhere is/are the location(s) of the maximum transverese shear stress? A simple I-beam is loaded as shown. 20 mm P KN PKN PKN Į Į -C B с D L/4 m L/4 m Midspan at point C Roller at E at the NA Section B at the top fiber Pin A at point C Midspan at point D Roller E at point D L/4 m L/4 m OE 20 mm 20 mm- 250 mm 150 mm 150 mm A
- C):-The rigid bar BDE is welded at point B to the rolled-steel beam AC. For the loading shown, determine (a) The slope at point 4. (b) The deflection at point B. Use E 200 OP 20 kN/m AT 24*2 s mid-1.5ml-1.5 mH.W-4: For the beam of sections and detail shown in Fig. find the maximum live load (PL) that the beam can be carry it. Neglect self-weight? Ans. PL=195.74 kN Use f 35 = - MPa fy 420 -2.0m- 70mm 2PL 2020mm 5025mm 350 mm sct.a-a 600 mm- a a -2.0m- -LHHH] .... .... 8025mm Soemy 3025mm 350 mm sct.b-b b b -2.0 m- 600 mm PLThe beam cross-section shown is design to resist a nominal moment M₁ of 320 kN m, if f = 35 MPa and fy = 420 MPa, determine the required area of steel reinforcement Ag. 75,75,75 As 225- 75 565 60 700mm 0.85f I N2 0.85f d 1-17/22 T₁ T = T₁+T₂ d C₂ a-75 I a-75 2 T₂