arce summation diagram and indicate whether eac SK
Q: A 60⁰ B 6 m 5t 60°
A:
Q: Requirements: Shear and Moment with diagrams Using slope deflection method
A: Given : Required : Shear and moment diagram
Q: 4 10 20 50 80 120 200 Pan 6.0 g 35.847 69.685 32.144 12.798 22.885 15.974 9.563 9.112
A: According to Indian Standard Soil Classification System (ISSCS), soil with particle size > 300 mm…
Q: Problem # 6.0 For the tension member shown, compute the tensile design strength. Weld -6" PL 4X6 A36…
A: The tension member is given as To find:- Tensile design strength
Q: The beam shown below is a composite beam with the cross section as shown in Figure 3. Segment A is…
A: Given uniformality distributed load = 0.9kip/ft. length = 15 ft.
Q: Q6): The effective shear strength equation of a saturated clayey soil can be as S=25+ o tan 30. In…
A: The effective shear strength equation, S=τf=25+σ¯ tan30° Shear stress, τf=90 kPa Normal stress,…
Q: In a consolidated-drained triaxial test on aclay, the specimen failed at the deviator stress of 124…
A: Deviator stress σd=124 KN/m2 Effective stress friction angle ϕ=31o To find: The effective confining…
Q: BUOYANCY: AN INVERTED CONE 10 CM ACROSS THE BOTTOM AND 12 CM HEIGHT WITH SPECIFIC GRAVITY OF 0.9…
A:
Q: A timber beam is 100 mm wide and 150 mm deep. The beam is simply supported and carries a central…
A: Width of the timber beam =100 mm, Depth=150 mm, Central concentrated load of the Simply supported…
Q: The results of a field unit weight determination test performed by means of the sand cone method are…
A: Calibrated dry unit weight of Ottawa sand, Yd1 = 104 pcf Weight of Ottawa sand to fill the cone,…
Q: In a ready mixed concrete plant, 28 days compressive strength results of 14-cylinder specimens were…
A: The 28 days compressive strength results of 14 cylinder specimens are given Specimen Compressive…
Q: Situation 2: 17.9m 15m 9.5m 20k/m. Solve for the maximum deffection if El=390 000 kN/m²
A: The beam is given as EI=390000 kN/m2 To find:- Maximum deflection Concept:- The double integration…
Q: a school building?
A: Rooms shall have, for the admission of light and air, one or moreapertures, such as windows and…
Q: Part A 174 lb 255 lb 450 lb 356 lb Submit B My Answers Give Up 350 lb The wedge A is used to adjust…
A:
Q: For the truss shown below, P = 9.2 kips, a = 7 ft, and b = 5 ft. Determine the force in member 6…
A:
Q: A stratum of soil consists of three layers of equal thickness. The permeability of top and bottom…
A: Permeability at Top = 10-4 cm/s Permeability at bottom = 10-4 cm/s Permeability at middle layer =…
Q: Plot the shear and moment diagrams for the beam subjected to the loading shown. State the values of…
A: ##Calculation of SF and BM equations and Calculation of BMD and SFD , and SF and BM at x=10m #
Q: For the beam shown, will the selected section W21x62 be adequate considering shear? Use LRFD.…
A:
Q: A cylinder contains 12.5 ft³ of air at 120 °F and 40 psia. The air is then compressed to 2.50 ft³.…
A: A cylinder contains 12.5 ft3 of air at 120 oF and 40 psia. Th air is then compressed to 2.50 ft3.
Q: Determine the elastic curve equation for each span and the maximum deflection for each span.
A:
Q: Use AISC Equation E3-2 or E3-3 and determine the axial compressive strength oP for the following…
A: Consider the column as in the below diagram;
Q: ● It is stated that the clay layer shown in the figure is OVER CONSOLIDATED clay. The…
A:
Q: Problem 2.42 Consider the frame shown in (Figure 1). Assume the frame is pin connected at A, B, and…
A:
Q: A fixed beam of span L is carrying a point load P at its midspan. If the moment of inertia of the…
A:
Q: A ball moving on a smooth horizontal table hits a rough vertical wall, the coefficient of…
A:
Q: Problem 5. The frame shown is hinged to rigid supports at A and E. Find the components of the hinge…
A:
Q: 10–25. Determine the force in each member of the truss. AE is constant. Show primary and secondary…
A: To Calculate- force in each member of the truss.
Q: Find the Reaction Values of supports , And Draw Shear force Digram And Beanding moment
A: Draw free body diagram horizontal component of 30 KN load = 30*35 = 18 KN Vertical component of 30…
Q: A runway handling arrivals only. The length of the common approach path is 6 nautical miles and the…
A:
Q: Average free-flow speed and the jam density observed on a road stretch are 60 km/h and 120…
A:
Q: The data given below pertain to the design of a flexible pavement. Initial trafic = 1213 cvpd…
A: Degine life = 12 yrs. Initial trafic = 1213 cvpd Vehicle damage factor = 2.5 Trafic growth rate = 8…
Q: Direction: A four hour unit hydrograph of a catchment is traingular in shape with base of 80 hours.…
A: 4 hour Unit Hydrograph triangular in shape Base=80 hours Area=720 km2 Base flow=30 m3/s Phi-index=1…
Q: mple 16. The contour interval on a map is 15 m. If the upward gradient of 1 in 20 is required to be…
A: Contour interval=15 m Upward gradient= 1 in 20 Horizontal equivalent between A & B=?
Q: If Q produced by a pump is less than the required Q, what should be the step taken by you as a…
A: If the Q required is greater than actual Q production, then best available option is Increasing the…
Q: If average distance headway is 25 m, then the basi capacity of a traffic lane at speed of 72 km/h is…
A: Average distance headway S = 25 m, Speed V=72 km/hr, It is needed to find the basic capacity of…
Q: A platform is supported by two reinforced concrete columns spanning 8m. Both columns are reinforced…
A:
Q: In the bar shown below the force in the part AC is A 100 KN B
A: Bar : A Problem of Solid mechanics :
Q: The sign has a mass of 100 kg with a center of mass at G. Determine the components of the reaction…
A: Draw the free body diagram of the member. Tensions in supporting cables BD and BC are represents…
Q: After placement, the temperature of the concrete was measured and recorded by thermal sensors during…
A: Datum Temperature of concrete mix = -50 C Find: Maturity of the concrete at the end of 7 days using…
Q: The co-efficient of friction in the longitudinal direction of a highway is estimated as 0.396. The…
A: Coefficient of friction (f) = 0.396 Speed (V) = 65 Km/hr Determine the breaking distance (L) for a…
Q: 4. The average spacing between vehicles in a traffic is 50 m, then the density (in veh/km) of the…
A:
Q: के 761 Sk 10' 24' 1/2k 8' गी
A:
Q: 3. The figure is a section of a masonry dam resting on a foundation and subjected to water pressure…
A:
Q: As shown in the figure, a hydraulic jump occurred at the end of spillway, the depth of water (2) and…
A: Depth of water after the jump (y2) = 11m Velocity of water after the jump (V2) = 2.9 m/s Determine…
Q: 1.1 AN SPECIFIC ACTING VERTICALLY OPEN WEIGHT ON IN THE CUBICAL 8 kN/m³ SIDE UPWARD TANK OF UP A AND…
A: Width of Open Cubical Tank, w=1.8m ,Height of Open Cubical Tank, h=1.8m Specific weight of oil, ρg…
Q: Water flows through a horizont and a length of 100 m. The pres
A:
Q: In a closed traverse with five sides, the error found from fore bearing and back bearing of the last…
A: Closed traverse of 5 sides, Error e=+2o Correction to the third line = ?
Q: A raft of 5m x 8m is founded at a depth of 3 m in a cohesive soil having c = 120 kN/m². The ultimate…
A:
Q: Draw the shear and bending moment diagrams for the beam and loading shown. 20 kN 10 kN A V B 2 m 2 m…
A: Overhang beam with UDL and point loads respectively,
Q: 1.) A hollow shaft 4m long transmitted a torque of 25 kN-m. The total angle of twist in this length…
A: Given data in question Length 4 m Rotation 3 degree Maximum shear stress 80 Mpa Modulus of rigidity…
please show a the Diagram after truss anaylsis please. Thank you!!!!
Step by step
Solved in 4 steps with 3 images
- d) Draw the bending and shear stresses distribution over the beam cross-section at B location e) if the segments of the beam are made from wood as shown in figure 2b and nailed together, determine the maximum allowable spacing of the nails so that the beam will support the maximum force (assume each nail has a shear strength of 50N)Solve Prob. 6.19 assuming that the load applied at G has been removed.(Reference to Problem 6.19):Determine the force in each member of the Pratt bridge truss shown. State whether each member is in tension or compression.Solve the magnitude of the bar force of members AD, BD, CD, and CE and identify the type of stress (tension or compression). θ = 60°
- Determine whether the trusses given as Probs. 6.17, 6.21, and 6.23 are simple trusses. Problem 6.17, Problem 6.18 Using the method of joints, determine the force in each member of the truss shown. State whether each member is in tension or compression. Problem 6.23 Determine the zero-force members in the truss shown for the given loadingclassify the truss, and find the bar force and reactions. 10 @ 30' = 300'TRUSS#1 Given the Truss as shown below with θ = 45°. Using Method of Joints, determine the forces at the members AB, AD, AE, BC, BE, BF, CF, DE, EF, and FG.
- Given the truss below, calculate the forces in each member in kN. Indicate also if the member is on Tension or Compression. M = 500 KN, N = 600 KNDetermine the reactions and the force in each member of the trusses shown using methods of consistent deformation.Show the completesolutions (e.g solutionusing methods of sections or methods of joints in getting the member forces)What is the greatest force P that can be applied to the truss such that nomember is subject to a force exceeding 2.50 kN in tension or 2 kN in compression? p=5kn
- The cross-sectional area of each member of the truss is 1.6in2. Calculate the average normal stresses in members CE, DE, and DF. Indicate whether the stress is in tension or compression. Draw free-body diagramFor the beam showna. Determine the maximum flexural stressb. If the nails shown in the cross-section can each support a shear force of 600 N, determine their required spacing along the beam.Determine the member forces for all members in the truss shown using the method of joints. Remember to list each member force as either tension or compression.