100 kN 75 kN 4 m 60° E 4 m 50 kN - 4 m 4 m 60 kN H 2m
Q: In a triangular channel, find the minimum specific energy of flow if its critical depth is 1.2 m A…
A: Given data- Critical depth = 1.2 m, To find - Minimum specific energy of flow,
Q: Given the image below, showing a beam free- body diagram and corresponding shear force diagram, what…
A: Given: Free body and shear force diagram of a beam Required: Internal shear at 2 ft from left end
Q: Determine the maximum uniform live load (distributed throughout the beam) that the simply supported…
A: Beam span = 6.5 meters Beam breadth = 310 mm, Beam depth = 540 mm, Tension reinforcement = 6 – 25…
Q: This is a question from slope stability bishop method Please Note i am not asking for the entire…
A: Data given Bishop Circle method of analysis
Q: A bar obtained by bonding together pieces of steel (E = 29 x 106 psi) and brass (E = 15 106 psi) has…
A: Given : Es = 29 X 106 psi Eb = 15 X 106 psi M = 40 kip-in. This is a problem of Solid mechanics…
Q: 1. A given section shown is used as a compression member (column) with one end fixed and the other…
A: Given, L = 3.5 m or 3500 mm Fy = 345 MPa NOTE : As per guidelines, first 3 parts are solved.…
Q: Built-Up Beam Analysis P1 = 10 kips DL P2= 20 kips Roof LL P2 A 6' 12' 3' B Loc 1 20' +5' C For Load…
A:
Q: Problem 5: Determine the internal moment and the reactions at each supports. EI i constant. 5 lb A 5…
A:
Q: A soil sample has solids with effective (D10) = 0.004 mm. The effective pore diameter is 30% of…
A: Given: A soil sample has solids with effective, D10=0.004 mm The effective pore diameter is 30 % of…
Q: Refer to the diagram of precast concrete building below and answer the following questions. What is…
A: To identify the structural system of the building shown.
Q: Compute the components of the centroid Of the composite area shown. X = ÿ 11 y 60 mm 60 mm
A: Given a composite section consisting of a rectangle and two quarter circles one of them being…
Q: Q2/ The table below shows (15 min.) volume of vehicles passing a section count for roads A and B…
A:
Q: Question 4 Wall thickness of a thin cylinder shell of 800 mm internal diameter is 10 mm. length of…
A: Given data- Wall thickness t=10 mm, Internal diameter d=800 mm, Length of cylinder l = 2 m, Internal…
Q: 2. Three cast-in-place square piles with a side length of 700mm are installed under a certain…
A: Determine the properties of each soil layer. The properties of each soil layer are given in the…
Q: If a rainstorm of 8 cm gives the runoff of 4 cm in a catchment whose -index is fixed and for whole…
A: Given: Total rainstrom or rainfall = 8 cm Total runoff = 4 cm Whole period of 3 hrs of rainfall.…
Q: 5. Write the shear force and bending moment equations at any point of the simply supported beam…
A:
Q: Any surveying instrument may be employed in stadia leveling as long as it can be used to measure…
A: To determine in any surveying,stadia levelling is equipped with-
Q: Draw the shear and bending moment diagrams of each of the given loaded beam. 2. -6 m 75 kN B -6 m- C…
A: A cantilever beam supported at A. Point load of 75 kN at B UDL of 25 kN/m between C to D To…
Q: Draw the Shear and Moment diagram, and the Deflected Shape of the following beam. Determine the…
A: ###Determination of shear and moment Diagram and Deflected shape of the beam and Determination of…
Q: The internal force and nature of member BG a. 5,062 lbs tension b. 5,062 lbs compression c. 866 lbs…
A: Given data Find the forces in member BG, BC and CG.
Q: 3) Use two (2) decimal places in all your answers 4) Stiffness factor (K) and distribution factor…
A:
Q: Question-- A vehicle is moving on a road of grade +4% at a speed of 20 m/s. Consider the coefficient…
A: Given: Initial velocity of vehicle, V1=20 ms Grade, n = +4 % Coefficient of rolling friction, f =…
Q: Find the following solution to the given problem Shear and moment at the left of C Shear and…
A: Note: As per bartleby guidelines, only 1st 3 subparts need to be solved. For rest of the subparts…
Q: A large stream has a reoxygenation constant of 0.4 per day. At a velocity of 0.85 m/s; and at the…
A:
Q: 1. Use the conjugate-beam method to determine the slope and deflection at point B of the beams shown…
A:
Q: The following shows a schematic section of a three-story reinforced concrete building. The building…
A: To determine- Base shear coefficient of the building
Q: A solid object with hemispherical bottom floats in a liquid (s = 1.25) with 100 cm projecting above…
A:
Q: 2. Refer to the given frame below. Using Portal Method in the analysis of frames, determine the…
A: Answer In order to calculate the Shear and Moment in Columns and Girders we have below two…
Q: A 14-inch square reinforced concrete column with tied transverse reinforcement is being considered…
A:
Q: 3B. A summary of resilient modulus test conducted on a subgrade soil, according to the AASHTO…
A:
Q: Do not include the unit in writing the answer. Use small letters (lowercase) in writing the words.…
A:
Q: 2. Two channels are welded at the top and bottom flange to form a box column and a compact section…
A: Given, L = 4 m or 4000 mm K = 1 Fy = 345 MPa
Q: Classify the following soils by the Unified soil classification system. Give the group re soil Soil…
A: Given, Soil properties data for two different soils To find : USCS classification of both soils…
Q: SOLVE FOR EACH FORCE MEMBER OF THE GIVEN TRUSS. (USE METHOD OF JOINTS) E P₁= 30N P₂=15N P₁ A F 3 m B…
A:
Q: A E 6 m 4 m 4 m B P₁
A:
Q: Problem 1. The frame is loaded as shown in the figure. The joints B and C are fixed connections…
A: To determine:1) Support reactions2) SFD and BMD3) Value and location for maximum SFD and BMD
Q: A vehicle moving at 40km/h speed was stopped by applying brake and the length of the skid mark was…
A: Given: Vehicle moving with initial velocity, u=40 kmh Length of skid mark, L = 12.2 m Average skid…
Q: 2) Why the Elastic Method can be used to increase the carrying load capacity of a mechanical…
A:
Q: write about close levelling surveying: 1- Introduction and object. 2-procedures 3-discussion .
A: Close leveling surveying- 1. Introduction and object- The objective of leveling is to determine,…
Q: A piece of Ore weighing 2 N in air is found to weigh 1.216 N when submerged in water ( specific…
A: To determine The volume of ore in cm3 The specific gravity of the ore The volume of the slab…
Q: mess and 6 ri
A:
Q: Please describe the structural seismic design procedure of a MDOF structure using response spectrum…
A: The seismic design procedure for a multi-degree-of-freedom (MDOF) structure using the response…
Q: Determine the force in members JK, DJ, and DE. Use method of sections for this problem
A: Given data in question Load 900, 1000, 1500 & 1000 lb Spans 8 ft each Truss To find out Member…
Q: The given reverse curve has a 60m perpendicular distance between two parallel tangents. The…
A: Data given Reverse curve with parallel tangents Perpendicular distance between parallel tangents =…
Q: Use the ASCE 7 equations for building vibration period and base shear and calculate the design base…
A:
Q: 3. Determine the nominal compressive strength of a W360 x 44 of A992Gr50 steel column having length…
A:
Q: The medium size of the sediment particles in an alluvial channel is 0.4 mm. For a 3 discharge of 4…
A: Given data- An alluvial channel- Size of particles d=0.4 mm, Discharge Q = 4 m3/s, To Find- The…
Q: Create the influence line diagram for reaction at A and bar force in member CE. Find the maximum…
A: To determine ILD for reaction at A ILD for member force CE Maximum positive reaction at A Maximum…
Q: SOLVE FOR EACH FORCE MEMBER OF THE GIVEN TRUSS. (USE METHOD OF JOINTS) E P₁= 30N P₂=15N P₁ A F -3m B…
A:
Q: Two axial members are used to support a load of P =80 kips; as shown in Fig. Member (1) is 12-ft…
A:
Please help me determine the support reactions and the axial forces in members EF, CE, and BC. Thank you!
Step by step
Solved in 4 steps with 2 images
- the largest axial P force that the given riveted joint can safely carry.calculate. Rivet diameter 32mm and plate width 310mm. Shear stress of the rivet1400 kg/cm2, crush safety stress of rivet 2800 kg/cm2and the platetensile safety tension 1400 kg/cm2will be taken. t1=20mm t2=37mmthe bridge truss shown is to be subjected to moving loads. L= 8m, P=0kN, theta = 50°In the bridge truss shown, the end chord AB is composed of two C 230 x 30 channels latticed together so that the fabricated section has equal moments inertia about the axes of symmetry. Properties of C 230 x 30 lx = 24.1 x106 mm4 A =3809 mm2 Compute the slenderness ratio of section AB. Round your answer to 2 decimal places.
- A beam is built-up from the following A36 plates: 420x20 plates as flanges and 500x20 plate as web. The beam is simply-supported and subjected to concentrated load at midspan. The member is laterally supported at the ends only. Limiting L Values:Lp = 4.762 mLr = 11.810 m Section Properties:A = 27200 mm2Ix = 1 370 026 667 mm4Sx = 5 269 333.333 mm3rx = 224.430 mmIy = 246 960 000 mm4Sy = 1 176 000 mm3ry = 95.286 mmJ = 3 626 666.667 mm4c = 1.0 (doubly symmetric I-shaped member)rts = 110.753 mmho = 520 mm Compute for the ultimate moment capacity (in kN-m) of the beam if it spans 4m. Please answer this asap. For upvote Thank you so muchA beam is built-up from the following A36 plates: 420x20 plates as flanges and 500x20 plate as web. The beam is simply-supported and subjected to concentrated load at midspan. The member is laterally supported at the ends only Limiting L Values:Lp = 4.762 mLr = 11.810 m Section Properties:A = 27200 mm2Ix = 1 370 026 667 mm4Sx = 5 269 333.333 mm3rx = 224.430 mmIy = 246 960 000 mm4Sy = 1 176 000 mm3ry = 95.286 mmJ = 3 626 666.667 mm4c = 1.0 (doubly symmetric I-shaped member)rts = 110.753 mmho = 520 mm Compute for the ultimate moment capacity (in kN-m) of the beam if it spans 10m. Please answer this asap.for upvote.thanksResolve the 500N force into x- and y'-components
- Taking into account the frame in the illustration below Given E = 200 GPa, I = 2x109 mm4 These loads are applied to the beam Uniformly distributed vertical load of intensity 8 kN/m at member AB Acting 3 meters above the rocker support is a 20 kN point load. The beam is held up by the following: Support in place at point A Support for rockers at Point C Questions 1. Determine the vertical reaction at support A. Ans 35 KN 2. Determine the horizontal reaction at support A. Ans 20 KN3. Determine the Moment reaction at support A. Ans 51 KNm4. Determine the vertical reaction at support C. Ans 37 KN5. Determine the horizontal deflection of point C due to the loads with respect to its original location. Please solve the Question no. 5 and explain.A beam has a uniform dead load and live load has a fixed support at both ends. If the beam properties are given below, what is the stress at bottom of the beam section at the midspan. (MPa) Properties: Beam width = 263 mmBeam height = 466 mmWLL = 12.52 kN/mWDL = 18.03 kN/mSpan of the beam = 11 mPrestressing force = 323 kNeccentricity = 105 mmFind the forces of members L1U2, U1U2, L4U4, U3L4, U3L3 of the below structure. Here, X=1.
- Is the another support force possible solve like this: r3*9m-4KN/m*2.5m*6.5m-12KN*1m=0 >r3= 8.56 KNThe simply supported beam consists of a W21 × 44 structural steel wide-flange shape [E = 29,000 ksi; I = 843 in.4]. Assume that the support at D can provide resistance either up or down. For a loading of w = 6.5 kips/ft, determine:(a) the beam deflection vA at point A.(b) the beam deflection vC at point C.Assume LAB = 14 ft, LBC = 6 ft, LCD = 6 ft, LDE = 4 ft.The main beam of UB 610 x 229 x 101 kg/m in steel grade S275 supportssecondary beamsof UB 406 x 140 x 39 kg/mon its top flange.The schematic diagram of the floor supported by the beams is presented in Figure 1. b)The slab floor is reinforced concrete 150 mm thickwith 50 mm screed on top of it. The slab floor carriesthe uniform distributed load of 400 kg/m2.Calculate the ULS load on the secondary beam. 4xxx= 4715 1xxx= 1715 50xx= 5015