700 mm 1970047 OR19700 970047 0 I100 mm 0047 031970047 0 600 mm 70047 03170047 0 1970047 0 G A-5020 1970047 7.03 70047 0
Q: 1. Determine the nominal axial compressive strength for the following cases: a. L= 15 ft b. L= 20 ft…
A: For L = 15 ft Use AISC equation ; Type of connection = Both ends are hinged So, Axial compressive…
Q: Situation 1. Consider the framing plan shown below in Fig.1. Given the following details: x =…
A: Simply Supported Beam : A simply supported beam is having two supports each at end of the beam and…
Q: Question 5 of 22 A beam which is composed of concrete and a wide flange steel is subjected to moment…
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Q: For the given reinforced concrete beam loaded as shown below. It is required to design the stirrups…
A: Given, f'c= 20.7 MPa fy=276 MPa b=300 mm d=480 mm Wu=80 kN/m L = 8 m
Q: The net compression strain of steel in balanced state for the section shown in figure is most…
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Q: For the initial section of beam design shown below, determine the values of the net tensile strain…
A: Given data, Fc = 27.58 MPa fy = 413.70 MPa Rectangular section details b = 300mm h = 675mn As for…
Q: The floor system shown is made of concrete (self-weight of concrete is 25kN/m³). Its thickness is t.…
A: Given Data Floor system made of concrete Self weight of concrete = 25 kN/m3 D=2 Thickness of slab =…
Q: A beam with a width b=200mm has loads W3D33 kN/m and P-14 kN. If the allowable bending stress is…
A: P=14kN w=33kN/m b=200mm To find h
Q: fy = 415 MPa n = 9 Tension reinforcement: 2 – 25mmø RSB 1.4 Pmin fy Pmax = 0.75pp 0.85f:B, (600) Pb…
A: Given : b = 200 mm D = 400 mm, d = 337.50 mm fc = 21 MPa fy = 415 MPa
Q: P = 8.0 kN A cantilever beam of length L 2 m supports a load P 8.0 kN (see Figure 4). The beam is…
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Q: The cross section of a continuous one way slab in a building is shown in the figure. The slabs are…
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Q: • width of beam, b = 350 mm • thickness of beam, t = 450 mm • f'c = 20.7 MPa • fy = 415 MPa • steel…
A: Answer We need to find the ultimate moment on the beam. Ultimate Moment(Mu) will be equal to maximum…
Q: A 15 x 25 in. column is reinforced with four No. 9 (No. 29) bars, one in each corner as shown in…
A: Consider the given section.
Q: Bending and Shearing Stresses in Beams The beam is made of timber that has an allowable bending…
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Q: 2. A 300 mm x 400 mm concrete beam has a span of 5.5m. A post tension force of 600 kN was applied at…
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Q: Figure 3 shows a section in a simply supported beam that is reinforced with 4 No. 20. The concrete…
A: given fc=28Mpa fy=420Mpa
Q: A simply supported beam 2.40m span is subjected to a central point load of 15 kN. Determine the…
A: Given data P = 15 KN L = 2.4 m EI = 6 × 1010 N-mm2
Q: A horizontal 50 kN load is applied on a 610UB125 Beam as shown in Figure 4. Determine the stresses…
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Q: Problem No. 3 A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume cc=50Omm,…
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Q: 2. Design the beam that shown in the Figure below for shear (determine the stirrups spacing) for…
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Q: 4. Find the lightest S-shape for the beam shown if the working stress in bending is 175 MPa. What is…
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Q: 1. Draw the shear and diagram and show complete solution. Follow the set assigned to you according…
A: To draw shear force and bending moment diagrams.
Q: The steel frame shown has a diagonal brace BD with an area of 1780 sq.mm. Determine the largest…
A: Check Determinacy In this given diagram there are four support reactions, RA , HA, RD Since D is a…
Q: A beam 200x450mm is reinforced by 2-32 mm diameter rebar. Assume cc=50mm, stirrups=10mm, fc'=21MPa…
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Q: Beam AB is subjected to a triangular load as shown below. Determine the Resultant and its distance…
A: UVL- Uniformly varying load- this type of load varies from zero to a particular value throughout the…
Q: 4) A simply supported reinforced concrete beam, 240 mm wide, carries inclusive loads as shown in the…
A: Reinforced concrete : Reinforced concrete beams are structural elements that are designed to carry…
Q: Given the clevis shown, P=D25KN. If the shearing stress is limited to 60 MPa, what is the diameter…
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Q: Two 10 KN forces are applied to a 20xlo0 mm rectangular bar, as shown. stress at point A when (a)…
A: Given, Two forces=10 kN Dimension=20 mm×60 mm a) b=0 b)b=15 mm c) b=25 mm
Q: A vertical steel bar shown in figure Q1 is subjected to a compressive load of 75 KN. If the stress…
A: Given data Limit stress = 47 MN/m2 = 47 N/mm2 E = 200 GN/m2 = 2 × 105 N/mm2
Q: A W 16 x 26 is used for beam AB as shown in the figure. Service dead loads consists of 125 mm thick…
A: L = 9m (assuming simply supported) Let steel be A992 So, fy = 345 MPa fallow = 0.9 x 345 =…
Q: Problem No. 3 A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume cc=50mm,…
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Q: eld strength fy = 300 MPa. Steel cover is 70 mm. 8. What is the transformed moment of inertia? a.…
A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…
Q: A doubly reinforced beam, which have a base of 310 mm, and an effective depth of 410 mm, is…
A: Beam can be characterized as an underlying part which conveys every upward burden and opposes it…
Q: Figure Q1(a) shows a 3.5 m height of 150 mm x 250 mm column, is supporting à vertical load at the…
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Q: A cantilever beam has a cross-section and concentrated loads P1 = 30 kN and P2 = 10 kN, as shown.…
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Q: Step 2: Calculate the area of design steel: • Let's assume the given beam section is a balanced…
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Q: В
A: To find the force (P) -
Q: PROBLEM 4 At 20°C, there is a gap d = 0.2 mm between the lower end of the bronze bar and the rigid…
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Q: Compute for tension steel strain of the given beam. Ɛc = 0.003 fc' 21 Mpa Fy = 414 Mpa Main bar = 2…
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Q: 6.59 A square section as shown in the figure below is subjected to bending moment M. y (c) Obc = %bl…
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Q: A beam with a width b3300mm has loads w=27 kN/m and P-14 kN. If the allowable bending stress is…
A: Given the dimensions of beam as, b=300mm load, w = 27kN/m P = 14 kN allowable bending stress, Fb =…
Q: Consider the figure 1 below: 3-25mmø bolts are used to fasten a plate to a steel beam a) Determine…
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Q: 2. A 300 mm x 400 mm concrete beam has a span of 5.5m. A post tension force of 600 kN was applied at…
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Q: 1.0 m 12 kN. B 8 kN/m 2 m C 150 mm 250 mm
A: Given question 1. What is the bending stress in the beam 1.8 meteres from point A? a. 9.60Mpa b.…
Q: 6.59 A square section as shown in the figure below is subjected to bending moment M. H (a) Obc = Obt…
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Q: Problem 41 (CE May 1996) A simple beam has a span of 5 m. The maximum moment in the beam is 69 kN-…
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Q: C R MATHalino.com 1m E 1m F 1m 80 KN MATHalino.com 0.75 m
A: Let,RA=vertical reaction at support A in upward directionHA=horizontal reaction at support A in…
Q: Situation 7 - A timber beam 150 mm wide x 250 mm deep is simply supported over a span of 3 m. The…
A: Given:- Cross section of the beam is given as Allowable bending stress=13.9 MPaAllowable shear…
Q: A wide flange section has the following properties. A- 6645 mm? bị = 152.40 mm ty 10.80 mm d- 449.58…
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Q: Problem No. 3 A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume cc=50mm,…
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Calculate the moment of bearing strength of the beam whose cross section shape is given below. The concrete used in the beam is C20 and the reinforcement is B420C. Useful height will be considered as 560 mm.
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- 1 H 2 - T 3 MANCHCOA KING 4 Force diagrams - Inclined plane 5 Performs various tests by modifying the values of the coefficient of friction, the mass M2 and the angle of inclination. Draw the diagram of forces on the two graphs present in the document Force diagrams Inclined plane Balance the forces by applying Newton's second law to the two masses, along the appropriate axes in both cases. From these equations, find a general mathematical expression for the acceleration and for the tension in both cases.Question 1: A W250x115 steel wide-flange section supports a uniformly distributed line load on a simple span of 5 m. Assume A992 steel. Calculate the allowable load (kN/m). Neglect the weight of the [1] beam. w KN/m В A 5m TABLE G.2 Sl units Coeff. of Thermal Mod. of Mod. of Elasticity Rigidity Ultimate Strength Density kg/m³ x 103 E Tensile Yield Expansion a m/m/C x 10-6 Poisson's Ratio MPa MPa MPa x 10 x 103 Strength F, MPa Material Tens. Comp. Shear Steel ASTM A36 or A501 7.85 207 83 250 400 11.7 0.25 Steel (high-strength low-alloy) ASTM A992 7.85 207 83 345 450 11.7 0.25 Steel AISI 1020 hot-rolled 7.85 207 79.3 210 380 11.7 0.25 Steel AISI 1040 hot-rolled 7.85 207 79.3 290 520 11.7 0.25 Stainless steel (annealed) 7.85 200 80 280 580 410 11.7 0.25 Cast iron (gray) 7.21 103 41 140 550 220 10.6 0.26 Aluminum alloy 6061-T6 2.64 70 28 240 260 190 23.6 0.33 Magnesium alloy 1.794 45 17 210 280 140 26.1 0.34 Titanium alloy 4.40 114 45 900 970 690 9.7 Brass (rolled) 8.56 97 41 340 410 340….co b. amen0/Downloads/MTH%20263%20Exam%202%20(Spring%202021).pdf Highlight ID Page view TA Read aloud VDraw 4. Suppose the position of an object moving horizontally after t seconds is given by the function s = f (t) = -6t3 + 36t2 -54t, where s is measured in feet, with s> 0 corresponding to positions right of the origin. When is the particle at rest? SHOW WORK!!! a. On the interval [0,4], when is the particle moving to the right? SHOW WORK!!! +66 近。 f12 Su Oly I14 144 to 61 4
- 62J1839 62J1849 1500 160 1500 160 1500 160 85 62S15216 1600 150 1600 150 1600 150 80 62S161648 1350 180 1350 180 1350 180 95 62S163197 1450 190 1450 190 1450 190 100 62S16856 1550 170 1550 170 1550 170 90 62S17100 1650 160 1650 160 1650 160 85 62S1743 1400 190 1400 190 1400 190 100 62S1747 1500 200 1500 200 1500 200 105 62S1766 1200 140 1200 140 1200 150 80 62S178 1400 180 1400 180 1400 190 100 Question 03:- What is the necessity of providing high strength steel and high strength concrete in prestressed concrete members?A simply supported steel beam EVEN: 12m long carries a uniformly distributed load of 22KN/m load over the entire length. What is the lightest W shape beam that will not exceed a flexural stress of 120MPa? What is the actual stress in the beam selected?Calculate straight line equation fitting the below data 59 3540 71 5183 44 2068 33 1221 41 1886 6 47 2491 72 5688 100 10800 44 2332 62 4464 41 2132 58 4060 50 3150 40 2160 78 7254 64 5120 51 3468 98 11368 72 6552 79 7821 47 3196 78 7800 49 3528 60 5040 82 8774 32 1856 70 6790 33 2013 54 4482 61 5551 93 11532 87 10353 41 3034 95 12255 74 8066 46 3772 39 2964 49 4263 30 2070 80 9600 99 13860 37 2923 83 10458 96 13440 70 8050 63 6867 100 14700 30 2340 49 4802 71 8591 54 5670 51 5253 60 6780 87 12267 78 10374 83 11537 89 12994 100 15800 49 5292 97 15229 64 8000 97 15423 58 2018 58 7076 71 9656 69 9315 93 14880 59 7493 64 8512 56 7056 61 8052 50 6100 64 8768 90 14760 91 15106 58 7772 72 10728 34 3808 60 8340 63 9009 90 15390 58 8120 56 7784 65 9685 30 3450 98 18032 89 15664 41 5289 48 6576 37 4699 78 13182 88 15840 95 17860 84 14952 62 9734 31 3937 47 6768 50 7400 30 3870 96 18816 35 4760 81 14823 30 3990 71 12425 95 19000 84 15960 54 8694 38 5548 45 6930 80 15200 47 7426 67 11993 59 10148…
- Photographs at a scale of S are required to cover an area X-mi square. The camera has a focal length f and focal plane dimensions of 9 × 9 in. If endlap is 60% and sidelap 30%, how many photos will be required to cover the area for the data given below? Part A S = 1:7600; X = 11; f = 152.4 mm Express your answer as an integer. V—| ΑΣΦΙΣΗ Number of photos = Submit Request Answer < Return to Assignment Provide Feedback vec ?19:49 wamap.org Compute the coordinates of the centroid (x, y) of the area shown. Also compute the area moment of intertia about the x' and y' axes with origin at the centroid. y W a b k d b 12 mm 112 mm 11 mm 45 mm 107 mm 20 mm The coordinate of the centroid is C d h W Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 2013 Michael Swanbom cc 30 BY NC SA h mm. The y coordinate of the centroid is y = mm.Photographs at a scale of S are required to cover an area X-mi square. The camera has a focal length f and focal plane dimensions of 9 x 9 in. If endlap is 60% and sidelap 30%, how many photos will be required to cover the area for the data given below? Part A S=1:6300; X = 6; f = 152.4 mm Express your answer as an integer. 17| ΑΣΦΑ1 Number of photos = 27 vec ?
- • Determine the Inertia (Ix) of the material shown from the X- Axis (not on the centroidal axis) 180 mm 60 mm 220 40 mm mm 40 mm 120 mm O 210.89x10^6 mm^4 O110.89x10^6 mm^4 O 7.79x10 6 mm^4 O 449.44x10^6 mm^4 O 8.49x10^7 mm^4 « PreviousCalculate straight line equation for following Transportation data Road Length, X (km) Number of Vehicles (Y) 44 1980 90 8280 94 9118 78 6396 45 2250 41 1927 97 10088 97 10185 43 2236 69 5451 86 8342 57 3933 44 2508 64 4992 35 1750 73 6497 42 2478 100 11800 53 3816 49 3381 99 1188O 64 5504 36 2124 82 8692 55 4400 89 10235 43 3010 61 5429 34 2142 39 2691 60 5460 98 12740 40 2920 39 2847 93 11904 84 10080 81 9558 100 13800 70 7630 54 5076 57 5586 65 6955 48 4368 80 9920 59 6136 73 8687 77 9548 75 9225 41 3690 54 5616 37 3256 68 B160 65 7670 39 3627 99 15246 68 8432 68 8500 92 13800 40 3960 41 4141 32 2976 65 8255 60 7180 47 5217 42 4494 93 14787 63 H190 62 8060 63 8316 86 13416 74 10730 77 11473 76 11324 47 5687 42 4914 94 15980 97 16878 83 13363 36 4140 45 5625 57 7866 99 17919 32 3680 68 10336 95 17100 69 10695 78 12870 84 14448 71 11360 80 13600 77 12936 46 6348 71 11644 11247 82 14514 71 11857 34 4454 44 6248 100 19900 87 16269 46 6762 66 11088 93 18228 53 8321 87 16704 on 90 17640…段階的に解決し、 人工知能を使用せず、 優れた仕事を行います ご支援ありがとうございました SOLVE STEP BY STEP IN DIGITAL FORMAT DON'T USE CHATGPT | DON'T USE CHATGPT | DON'T USE CHATGPT A man applies a constant horizontal force of magnitude 30 N to a box of mass 55 kg that rests on a flat floor with negligible friction. a. make: a free body diagram. b. What is the acceleration of the box?