Q1) In this connection E60 electrode has been used and a weld size of ½ inch connects this corbel to the column. Check if the applied 120 kips load can be safely carried by this connection. (Applicable tables: Table 8-8 pg. 8-96, Table 8-3)
Q: Figure Q2a shows a truss structure in static equilibrium supported at points A and B, where each…
A: F1=458kN F2=636kN F3=870kN
Q: Determine value of bending moment (in N.m unit) about X axis of W 610 x 82 steel beam specimen at…
A: The steel beam used = W610×82 The strain in the beam = 500×10-6 The modulus of elasticity = 200…
Q: The assembly consists of three titanium (Ti-6A1-4V) rods and a rigid bar AC. The cross-sectional…
A: The magnitude of the force at F = 60 kip The allowable stress of the material = 67 ksi To…
Q: A square footing (1.5 m x 1.5 m) is located at a depth of 1.0 m in a clay deposit consisting of two…
A:
Q: Draw the Normal Force (N), Shear Force (T) and Bending Moment (M) diagrams of the beam whose span…
A: Given: Required : Normal force, shear force and bending moment diagram
Q: Select the lightest W section to carry a uniformly dead load of 0.4 kips/ft. superimposed (in…
A: Uniform dead load = 0.4 k/ft Live load = 0.9 k/ft .
Q: ncrete in terms of cube strength. (Use the related charts provided at
A: as per IS:8900, Clause 5.1.1(TESTS FOR TWO OR MORE OUTLIERS , AT LEAST ONE OUTLIER AT EACH END, 16…
Q: 21 22 23 Which cost has highest contribution in the total cost of a part? Select one: a. process…
A: The questions are given. We have to find out the correct answer from the given.
Q: Discover various types of Master Plans that are prepared as in put from stakeholders that are…
A: MASTER PLAN It is a type of urban planning that is useful for the physical development of a city ot…
Q: In a wide rectangular channel with uniform flow the specific energy is 1.08 m. What is the velocity…
A:
Q: A vertical U-tube with two legs 2 m apart is filled with water and rotated about a vertical axis 0.5…
A:
Q: An trapezoidal earth canal in good condition having a bottom width of 13 ft. and side slopes of 4…
A:
Q: 1. Calculate the positive (Mr+) and negative (Mr-) moment of bearing capacity for the beam element…
A:
Q: Calculate the forces in members AC, AD, and DE for the loaded truss, Restraining link BC is…
A: Force in members AC, AD, DE
Q: Identification: Classify the following beams, frames, and/or trusses as statically determinate,…
A: To determine:Clasify the structures as statically determinate, statically indeterminate or unstable,…
Q: Sketch the compressive funicular structural forms ("arches") for each of the two structures below to…
A:
Q: 3. ELEV 105 WATER ELEV. VIEW FLEV 100 ELEV. 90 FIND P₁ AND Pr IN psi 3 he 0= 6 INCH Q = 0.5cfs 1 ft…
A: D = 6 in or 0.5 ft Q = 2.5 cfs HLF (suction) = 1 ft HLF (discharge) = 2 ft hp = 2 ft
Q: What is the allowable soil pressure for a raft (10 mx 10m) if the depth is 5 m and the undrained…
A:
Q: 1. A sample saturated cohesion less soil tested in a drained triaxial compression test showed an…
A:
Q: Two triangular wedges are glued together as shown in the figure. The stress acting normal to the…
A: Stresses acting on the planes- σx=+100 MPa,σy=-100 MPa,angle θ=45o, To Find- The value of the…
Q: Calculate the sewer (n=0.02) diameter in (ft) required to carry a maximum discharge of 20 cfs when…
A: Discharge of sewer , Q = 20 cfs Slope of sewer, S = 0.002 Manning's constant, n= 0.02 y/d = 0.8…
Q: Determine the values of reaction of supports A and B. Also determine the bending moment andshear…
A: Given frame with UVL loading asked to determine the reactions at support A and B. Also the BM and…
Q: 15. A circular pipe has a diameter of 1 m, bed slope of 1 in 1000, and Manning's roughness…
A: Diameter of the circular pipe D = 1 m, Bed slope S = 1in 1000, Manning's constant n = 0.01, When…
Q: The figure below shows two flow lines for seepage across an interface between two soil media of…
A: Two flow lines as shown- Entrance angle α1=30o, To Find- The value of the exit angle α2.
Q: The L203X203X25.4 tension member shown is made of A36 steel. The material strengths are fy = 248 MPa…
A: To solve this problem, we will use the following steps: 1:) Determine the area of the tension…
Q: The length of a survey line was measured with a 20 m chain and was found to be equal to 1200 m. If…
A:
Q: As shown in Figure (a), the simply supported beam bears the uniformly distributed load with…
A:
Q: 3 10kN/m SKN/M B 5m 6m 5 kN/ 5m D S-f
A:
Q: Question 1 A 36 ft simply supported beam is loaded with concentrated loads 16 ft inwards from each…
A: DL ad LL at point B is 8 kips and 18 kips DL and LL at point C is 4 kips and 9 kips It is asked to…
Q: During the flow over length of 40 m, the head loss of 7m is occured during the seepage. What is the…
A:
Q: 04 A thin plate moves between two parallel, horizontal, stationary flat surfaces at a constant…
A: V = 5 m/s μ = 0.9 Ns/m2 L = 2 m B = 0.5 m
Q: Problem 2 Given Base Pate A36 (Fy=36 ksi) B = N = 20 in O 20" I = = 17/8" W 12x50 (d=12.2", bf =…
A: Given base plate is A36 Yield strength of plate, Fy=36 ksi B=N=20 in Thickness of plate, t=178…
Q: The specific flow for a rectangular canal (see Figure 4) for which the bottom is 5 m wide is 2…
A: Canal width, B = 5 m Specific flow, q = 2 m3/s/m Manning's n = 0.015 Normal depth, yn = 1.5 m Find:…
Q: onsider a beam with a cross-section shown below for the question. The x and y axes pass through the…
A: Since the section is symmetrical about X-axis we get centroidal X-axis at half the section. Moment…
Q: If the discharge required for different crops is 0.4 cumecs in the field and the capacity factor and…
A: Discharge required for crops QR=0.4 m3/s, Capacity factor CF=0.8, Time factor TF=0.5, To Find- The…
Q: A pipeline transporting oil of 3.5 m3/s at 40⁰C branches out into two parallel pipes made of…
A: We can use the Darcy-Weisbach equation to calculate the head losses in each pipe: hf = f (L/D)…
Q: . Dr. Brown has hypothesized that wetland plants will take up common pollutants from municipal…
A: The scenario presented is a common example of a scientific study that involves testing a hypothesis.…
Q: kis 4m 10 KN C 5m W-12 KA m D + 4m 6 KN F 2m B
A: A beam is given we need to draw the shear force and bending moment diagram
Q: A cantilever beam with a ‘T’ shaped cross-section is loaded with a distributed load as shown below.…
A: GIven,A cantilever beam with a ‘T’ shaped cross-section is given in the Question Here,The intensity…
Q: A hollow shaft having internal diameter of a mm and external diameter of 9 mm and solic shaft having…
A: Internal Diameter = 8 mm External Diameter = 9 mm Diameter of solid Shaft = 6 mm To Find : Ratio of…
Q: The system presented on Figure 1 pumps water from the left reservoir to ensure a water in the…
A: Do = 0.075 m h = 1.2 m L = 20 m CHW = 130 D = 0.15 m
Q: A universal column 203mm x 203mm x 46.1 kg/m with a flange thickness of 11mm and web thickness of…
A: b = 203 mm d = 181 mm t = 11 mm tw = 7.2 mm L = 10 m or 10000 mm
Q: Example 1 The adjusted demand flow (v₂) of 1,800 pc/h/In is traveling on a freeway with a free-flow…
A:
Q: Calculate the resultant velocity of a stream function given by: Y = 5x - 6y. 1. 6 units/s 2. 5…
A: Stream function- ψ=5x-6y Resultant velocity=?
Q: Calculate the principal normal stress values, the principal normal stresses and the stresses that…
A:
Q: Identification: Classify the following beams, frames, and/or trusses as statically determinate,…
A: A trusses are giving, we need to determine statically determinate or statically indeterminate
Q: A watershed has an area of 3.9 acres, a runoff coefficient of 0.66 and an inlet time of 12.2…
A: Area of watershed, A = 3.9 acres Runoff coefficient, C = 0.66 Inlet time, Td =12.2 min Intensity,…
Q: Use the virtual work method to determine the vertical deflection at joint C Acy of the frame shown…
A: ###Calculation of Vertical deflection at Joint C using Virtual Work / Unit load method of analysis…
Q: Determine by direct integration the centroid under the curve shown, given a = 12 mm, b = 16.8 mm.…
A: Given,a=12 mmb=16.8 mm To determine,Centroid coordinates
Q: Question-18 A saturates soil mass has a total density 22 kN/m3 and a water content of 10%. The bulk…
A:
Trending now
This is a popular solution!
Step by step
Solved in 4 steps
- Determine the capacity (in kips) of the connection shown in the figure based on weld strength alone. Electrodes are E70XX. Blank 1 -%" plateTwo steel plates, each 400mm wide and 12mm thick, are to be joined together by a lap splice (single). The electrode to be used for the weld has a nominal tensile strength of 550Mpa. Determine the following:a. the maximum weld size that can be usedb. effective net area of the fillet weld using the maximum weld size allowed by the manualc. the maximum load that can be resisted by the weld using the maximum weld size allowed by the manual.Q- A fillet weld of size 6mm used to weld a plate of width 75mm to gusset plate to transfer a factored load of 120kN, assuming site weld and Fe410 steel, the length of each side of fillet weld (in mm) is (Assume that the welding is done along the width also on one side).
- For the connection shown, the load is 70% live load and 30% dead load. What weld size is needed if E70 electrodes are used with the SMAW process? • Use the elastic (vector) method. Use the AISC Manual Tables 8-4. 6 in 8 kips V A36 steel 6 inThe single 200mm x 10mm steel plate is connected to a 12mm thick steel plate by four 16mm diameter rivets as shown. The rivets used are A502, Grade 2, hot driven rivets. The steel is ASTM A36 with Fu = 400MPa. Determine the value of P in all possible modes of failure and the safe value of P that the connection can resist.5.15. For the connection shown in the accompanying fie. ure, what is the maximum required design strength OR? The load is 90% live load and 10% dead load. What weld size is indicated if E70 electrodes are used with the SMAW process? nw eous cent (b) Use AISC Manual Table 8-4, "Coefficients C for Eccentrically Loaded Weld Groups." 5" (130 mm) 6k (26 kN) 9 A (150 mm) A36 steel Problem 5.15
- A fillet weld of size 6mm used to weld a plate of width 75mm to gusset plate to transfer a factored load of 120kN, assuming site weld and Fe410 steel, the length of each side of fillet weld (in mm) is (Assume that the welding is done along the width also on one side)Problem 5: The lap connection shown consists of a PL1/2"X3" plate connected to a ½ in gusset plate with ¼" longitudinal fillet welds as indicated. The plates are A36 steel and the electrodes are E70XX. Calculate the length L (in) of the connection to develop the full capacity of the plate. Hint: The full capacity of the plate will depend on the governing strength of the tension member. Neglect block shear. Use ASD 6" x 1/2" P [ T L 1/4 1/4 E70 - 13²x P 3" x 1/2"Design load: N=400kN, e=300mm Profile of the beam: 400×250×10×20 Steel Grade: Q235B| Electrode: E43 The weld leg size of the fillet weld at flanges: 8mm The weld leg size of the fillet weld at web: 6mm Please check whether the strength of the fillet welds meet the design requirement. e M N H H 20 360 20 K B 0.7h2 IL
- The connection is shown in Fig. 3. Two cover plates are applied to connect the steel plates by fillet welds. The dimensions of connection are presented in Fig. 3. The leg size of fillet weld hr is 10 mm. Q235 steel, f-215 N/mm2, E43 electrode, fav=160N/mm?. Calculate the load-carrying capacity of the fillet weld connection wwww. (Note: the strength of steel plate should be calcualted. (Unit: mm) 220 ス20 091Provide a balanced welded connection to mobilize the full capacity of the angle. ( Filler material :fy = 480 MPa, fu = 560 MPa, Members are S235) a Section a-a 10 mm 10 cm P { =37.14 mm 5 cm 16 mm Gusset Plate aBras core (E- 10S GP Ahumim plates (E- 70 GPa) Rigd end plate 300 m