Fill in the blanks.
Q: A trapezoidal channel has a base of 1.5 m and 45-degree walls. A smooth asphalt lining (n = 0.015) i...
A: OPEN CHANNEL FLOW:
Q: Calculate for the shear force at member FE in kN of the frame shown in figure 1 using Portal Method....
A:
Q: Given the following deflection angles of a closed traverse. Assume bearing of line AB is S 40° E. DE...
A:
Q: Calcalate t he forces in t he bseabt Trusses + de and Fed and Fud 15 kN 15 KM 4m
A: Find force in members de,cd and bd
Q: 50 kN 40 kN 20 kN 3m 3m 3m+ Determine the reaction at C
A:
Q: Is water below ground surface part of the hydrologic cycle? Why?
A:
Q: Calculate for the shear force at member FE in kN of the frame shown in figure 1 using Portal Method....
A:
Q: The acceleration of a particle is defined by the relation a=-kvv, where k is a constant. Knowing tha...
A: Given: The velocity (v) is 81 m/sec and x = 0 when time (t) is 0. The velocity (v) is 36 m/sec when ...
Q: Situation 3: Two uniform loads of 112 kN/m acting downward are supported by a uniform upward pressur...
A:
Q: In the design of beam for the limit state of collapse in flexure as per IS 456: 2000, let the maximu...
A: Code IS: 456 2000 b= 300mm d= 400mm fy = 415 N/mm2 fck =20 N/mm2. Area of tension steel, Ast = 900 m...
Q: A cylindrical boiler with an outside diameter of 3.60 m and a wall thickness of 40 mm is made of a s...
A: Given data in question Yielding stress FOS Diameter Thickness
Q: Situation 6 - In Figure, q =24KN/m and L= 15m. q (&N/m) 24 L
A:
Q: An open 5 m square tank containing water 2 m high is moving at constant acceleration of 3.5 m/s?. Wh...
A:
Q: A spherical particle has a radius of 5 x 10-3 cm and specific gravity of 2.65. Considering kinematic...
A:
Q: -F 300 mm 300 mm AF 200 mm 300 mm 200 mm
A:
Q: A 15m length simply supported beam is to be crossed by a small truck as shown. a. Determine the dist...
A:
Q: PROBLEM: Consider the cross section shown. All structural steel is A36. Use LRFD and ASD method and ...
A: Given, Ag=3555 mm2bf=64.2 mmH=9.9 mmtw=12.4 mmd=203.2 mmx=14.35 mmIx=18.31×106 mm4Iy=0.82×106 mm4Fy=...
Q: Three proposed cross-section configurations for joining three boards are shown in Figure 1. Each boa...
A: Given, b = 50 + 29 + 9 = 88 mm Mz = 5000 Nm or 5 x 106 N-mm
Q: Question 2 of 11 -/10 View Policies Current Attempt in Progress The timber beam shown has the cross ...
A:
Q: Calculate for the Moment at A in kN-m of the frame shown in figure 1 using Portal Method. Enter abso...
A:
Q: Calculate for the shear force in kN at member FC of the frame shown in figure 1 using Portal Method....
A:
Q: The tensile strength of blue gum timber is 50 MPa at a moisture content of 12 percent. If the streng...
A:
Q: A turbine is rated at 600 hp when the flow of water through it is 0.61 m/s. Assuming an efficiency o...
A:
Q: 4. The figure below shows a copper rod that is placed in an aluminum tube. The rod is 0.0058 in. lon...
A:
Q: 12. A line of length 55 mm has one end on HP and 10 mm in front of VP while the other end is 25 mm a...
A: Given- Position of lines in horizontal and vertical planes are given.
Q: Classify the plane truss shown as unstable, statically determinate, or statically indeterminate. If ...
A:
Q: total
A: The total column moment in a storey are equivalent to the product of storey shear and half the heigh...
Q: For the following Problem using the Stiffness method only (FEA) determine the rotation at B. Assume ...
A:
Q: Advection, diffusion, and reaction in a channel Approximately 50 m3 of an agricultural pesticide wit...
A:
Q: 1. Determine the force in each member of the truss. State if the members are in tension or compressi...
A:
Q: to The 6-m-wide rectangular gate shown in the figure is hinge making an angle of 45° with the horizo...
A:
Q: under what conditions can you use greenberg and greenshields model, are there specific parameters th...
A:
Q: The lower ends of the 3 bars in the figure are at the same level before the rigid homogenous 18Mg bl...
A: Find the stresses developed in each bar.
Q: A cylindrical boiler with an outside diameter of 3.60 m and a wall thickness of 40 mm is made of a s...
A:
Q: A.) Calculate for the axial force in kN at member DC of the frame shown in figure 2 using cantilever...
A:
Q: A driver travelling at 50mph is 80m from a wall ahead. If the driver applies the brakes immediately,...
A: find the acceleration of the car.,a=?
Q: shrinkage limit test for a saturated specimen had the initial volume Vi = 21.35 cm3 and initial weig...
A:
Q: Estimate the number of lanes of a highway having a LOS E of 0.86 if its AADT is 32,000 pcu/day while...
A:
Q: he diameter of a pipe changes gradually from 6 inches at A to 18 inches at B. A is 15 ft lower than ...
A:
Q: A uniform steel bar of length 1.65 m, has a cross sectional area of 17,671 mm² and unit mass 7850 kg...
A: Given data- Length (L) = 1.65m = 1650 mm Area (A) =17671 mm² = 0.017671m² Volume (V) = L×A = 1.65m ...
Q: Given in the tabulation below are the adjusted lengths and azimuths taken from the north of a closed...
A:
Q: A spherical gas-storage tank with an inside diameter of 26 ft is being constructed to store gas unde...
A:
Q: A spherical particle has a radius of 5 x 10-3 cm and specific gravity of 2.65. Considering kinematic...
A:
Q: Determine the radius of horizontal curve for a design speed of 50 kph as specified by the specificat...
A:
Q: A pre-tensioned rectangular concrete beam 200 mm wide and 350 mm depth is prestressed with three str...
A:
Q: What is 215 deg Azimuth convert into Bearing
A:
Q: DEAD LOAD: 15 kN LIVE LOAD: 12 KN DL: 15 KN LL: 13 KN WINP LOAD 5 KN DL 15 kN Gm LL: 11 EN B. winD S...
A: To find the force in member CD, JK ,CI and EJ-
Q: LINES AB N 53 27 E BC CD DA N. 5200' W. BEARING DISTANCES 59.82 m. 70.38m. 76.62 m. 95.75 m. S. 66 5...
A: Lattitude and departure signs : N-E : Both positive N-W : Departure negative, Lattitude positive ...
Q: A scow 30 x 5 x 4 m deep has a displacement of 300 mt. If it can tilt to a maximum angle of 30° with...
A: Given : Length of scow, L = 5 mBreadth of scow, B = 30 mDepth of scow, D = 4 mAngle of tilt, θ = 30°...
Q: Determine static indeterminacy
A: To determine the degree of static indeterminacy of the given truss. The Degree of Static Indetermi...
Step by step
Solved in 2 steps with 2 images
- A beam must be designed to the following specifications: Span length = 35 ft Beam spacing = 10 ft 2-in. deck with 3 in. of lightweight concrete fill (wc=115 pcf) for a total depth of t=5 in. Total weight of deck and slab = 51 psf Construction load = 20 psf Partition load = 20 psf Miscellaneous dead load = 10 psf Live load = 80 psf Fy=50 ksi, fc=4 ksi Assume continuous lateral support and use LRFD. a. Design a noncomposite beam. Compute the total deflection (there is no limit to be checked). b. Design a composite beam and specify the size and number of stud anchors required. Assume one stud at each beam location. Compute the maximum total deflection as follows: 1. Use the transformed section. 2. Use the lower-bound moment of inertia.O 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 condition7 7a 7b 7c Alaterally supported beam was designed for flexure. The beam is safe for shear & deflection. The most economical section is structural tubing however the said section is not readily available at the time of the construction. If you are the engineer in charge of the construction what alternative section will be the best replacement? Why? The section is 8" x 8" x 7.94 mm thick: Use Fy=248 MPa: E=200,000 MPa AISC wall thickness Ix 106 S x 103 Jx 103 mm4 mm3 mm4 rx =ry Area Ag (mm2) mm Designation Weight/m 8x8 7.94 47.36 6,039 79.25 37.84 371.99 60.35 expla'n briefly your cho'ce. (transform your comparative analys's 'nto a narative form to support your cho'ce) 8x8 14.29 80.61 10,258 76.2 59.52 585.02 99.06 8x8 72.7 9,290 76.96 54.53 539.13 90.32 8x8 9.53 56.09 7,161 78.48 44.12 432.62 70.76 mm 12.7 Zx 103 mm3 437.53 714.48 650.57 512.92
- 6 6a 6b 6c Alaterally supported beam was designed for flexure. The beam is safe for shear & deflection. The most economical section is W 6 x 20 however the said section is not readily available at the time of the construction. If you are the engineer in charge of the construction what alternative section will be the best replacement? Why? Use: Fy=248 MPa: E=200,000 MPa Designation W8 x 24 W8 x 21 Weight Ag (mm2) 3787 36 31 width mm kg/m d (depth) 30 157.48 152.91 9.27 W6 x 20 expla'n briefly your cho'ce. (transform your comparative analys's 'nto a narative form to support your cho'ce) W8 x 28 42 204.72 165.99 11.81 5323 4568 201.42 164.97 10.16 3974 210.31 133.86 flange bf thickness tf Web 10.16 thickness tw 6.60 Elastic Properties mm 4 Ix x 106 7.24 6.22 6.35 17 41 34 31 mm 3 Sxx 103 220 398 342 298 mm rx 67.56 87.63 86.87 88.65 mm 4 lyx 106 6 9 8 4 mm 3 Syx 106 72 109 92 61 mm ry 38.10244 41.15 40.89 32 Plastic properties. mm 3 Zx x 103 244 446 380 334 mm 3 Zyx 103 110 166 140 93…A 1.5" x1.5" solid steel bar is made of a steel having an Fy = 50 ksi and an Fu = 65 ksi. It is loaded in tension by the following unfactored forces: • DL = 30 kips ● LL = 50 kips • SL 10 kips = Determine if the bar yields in tension. Assume LRFD. Use the ASCE 7-22 Load Combos and Factors.Problem2. The compression member is shown in figure. Find the following: a. The Euler stress Fe. b. The buckling stress Fcr c. The design strength d. The allowable strength e. Does the member satisfactorily meet the design requirements? Why? HSS 8x 8x4 ASTM AS00, Grade B steel (Fy = 46 ksi) 15'
- HOMEWORK-1 3m IF For the truss shown in the figure; Design members 1-2 and 2-3 assuming that out of plane deflections are restrained and Ner>>10, i.e. global buckling is not the critical failure mode and therefore linear static analysis is sufficient. P.S. Use square rectangular hollow sections in Grade 355 steel. You will have to find the related section tables from the internet. Do not forget to refer to the related EN1993-1-1 tables and equations. Later, you will design the connections (the weld lengths, etc.) and the supports for this problem.tf Sec Ag tw W16x100 29.4 0.585 0.985 Bolt (7/8 in) A structural analysis was done for -1 the steel section whose shape and characteristics are shown below, and the outputs were arranged in the table below. Choose the appropriate amount, knowing that .all numbers are in units (ksi, in) O fy ( 36 fu 0.85 20.149 584.3 635.04 58 D(bolt) 7/8 P Maximum tensile force (P) that can be exerted Effective cross- sectional area (Ae) The value of T1 Modulus M (mo) !2) Find the axial stresses of menbers FD, GD, GE State if it is tensile or Compressive. 4M 3M A LE 3m G 20 RN Go KN
- Topic:Welded Connection - Civil Engineering -Steel Design *Use latest NSCP/NSCP 2015 formula to solve this problem *Please use hand written to solve this problem A channel is used as a tension member with the web of the channel welded to a 9.5 mm thick gusset plate as shown in the figure. The tension member is subjected to the following axial loads. Use LRFD Service dead load = 200 kN Wind load = 276 kN Service live load = 260 kN For channel: Fy = 345 MPa For gusset plate: Fy = 248 MPa Fu = 400 MPa Size of E 70 electrodes = 4 mm Ultimate tensile strength of E 70 electrodes = 480; Fw = 0.6(480) Questions : a) Determine the design factored tensile force. b) Determine the length of longitudinal welds "L". c) Determine the block shear strength of the gusset plate.For the column shown what is the nominal compressive strength (Pn) ? Pn=? W12x50 10 12X50 THT X combilevered WI2.10 A square yellow-brass bar must not stretch more than 2.5 mm when it is subjected to a tensile load. Knowing that E = 105 GPa and that the allowable tensile strength is 180 MPa, determine (a) the maxi- mum allowable length of the bar, (b) the required dimensions of the cross section if the tensile load is 40 kN. 14 Ai Ei Q Search L ww * a hp