A welded bracket connection is shown in figure. It supports a factored load of 150 kN at a distance of 120 mm from the face of column. Design the fillet weld on two sides. Grade of steel = Fe410, fy = 250 MPa. P₁ = 150 KN 120 mm Fillet weld t = 12 mm
Q: of ree offe free to freedom, and; of frus's Explain the concept termine the feed om for the…
A: "Since you have asked multiple questions, we will solve the first question for you. If you want any…
Q: For a rectangular beam of 4 m long with 100 mm wide and 200 mm deep, it carries a shear force of 100…
A: Given : Length of beam = 4 m Width = 100 mm Depth = 200 mm Shear force carried by beam = 100 kN To…
Q: Compute the moments of inertia with respect to the X-X and Y-Y centroidal axes for the following…
A:
Q: During a storm, the rates of rainfall observed at a frequency of 15 min for one hour are 12.5, 17.5,…
A: A ) Phi-index = 7.5 cm/h A problem of Hydrology. We are asked to determine the total run-off ?
Q: The data below by Hermanowicz et al. (1999) slow the decay of ozone residual in treated water from…
A: Data given Contact time, Concentration of ozone residual in treated water Find : Ct that can be…
Q: The structural system below using rotational spring + hinge support at joint A and rotational spring…
A: reestablishing force = applied second or force reestablishing force 'T1 = 2Kphi2 +Kphi1' applied…
Q: Q2. The following are the results of a sieve and hydrometer analysis. 1- Draw the grain -size…
A: Data given Find: Draw the grain -size distribution curve Determine the percentages of gravel,…
Q: A beam section is limited to a width of 250 mm, and total depth h=550 mm, and has to resist a…
A:
Q: Task A. High Level Analysis B. Selection of Hardware Platform C. Installation and Commissioning of…
A:
Q: If a trenching machine with an average digging speed of 3.6 ft/min is used to make a 1500 feet-long…
A: Given: Digging speed= 3.6 ft/min Trench length= 1500 ft Efficiency = 45 min per hour =0.75 To find :…
Q: A rectangular channel of bed width 4.0 m has a normal depth of 1.25 m. The mean velocity in the…
A:
Q: 2. Determine the centroid and moment of inertia along x-axis of the given built- up members (Mertric…
A: Given, Centroid of the section= (A1y1+A2y2)/(A1+A2) Moment of inertia (Ixx) = bd³/12 + Adr²
Q: 4 ft + 4 ft FIG. P3.26 25 k- A 15 ft Hinge 2 k/ft 15 ft B
A:
Q: The wide-flange beam shown in Fig. is strengthened by bolting two cover plates 160 mm by 20 mm to…
A: Given data : This is a problem of Structure. To Find : a) Total force in each cover plate b)…
Q: Determine the reactions at the support A and C using force method. El is constant. = 10 kN 4m A 10…
A:
Q: 14.4 Identify the type of masonry block shown below
A: To identify the given brick masonry. Brick masonry is used for the construction of wall for…
Q: Enumerate at least 10 types of water pollutants found in sea waters and river waters (salt water and…
A: Marine and river pollutants and their treatment are as following .
Q: The calculated availability for a subsystem that has a reliability rating of 98%, a mean time…
A: Mean time between failure = 10000 hr Mean time to repair= 2 days Required: Availability
Q: There is a direct relationship between gun traverse speed and thickness of the coating **Is it true…
A: Gun traverse speed is increased with decreasing coating thickness.
Q: .. For a couple end-loaded, simply-supported beam (shown below), determine the maximum deflection.…
A: ###Determination of maximum deflection and Location of maximum deflection ##
Q: Question During a 6-hour storm the rainfall intensity was 0.8 cm/hr on a catchment of area 8.6 km2.…
A: Given- 6-hour storm, Rainfall intensity=0.8 cm/hr, Catchment area A=8.6 km2, Runoff volume…
Q: A reinforced concrete beam having a width of 300mm and a overall depth of 600 mm is reinforced with…
A: Given Data : Width of beam = 300 mm Overall depth = 600 mm Compression bars - 2 - 25 mm Tension…
Q: 2) If the beam is subjected to a shear of V = 15 kN, determine the web's shear stress at A and B.…
A: Given : V = 15 kN Location of Neutral axis = 0.1747 m from the bottom INA = 0.2182 X 10-3 m4 This…
Q: 60N 10 3m 40° 150N A 90N SON P 3. Which of the following single forces is equivalent to the given…
A:
Q: 1. Taking soil samples and testing the soil properties takes an engineer an average of 35.5 days per…
A: Given data, Average expected time to execute(TE )= 35.5 days Standard deviation = 1.9 days For…
Q: Vertical Curve Given: g1 = +4% g2 = -2% BVC Station = 12+00 BVC Elevation = 120.00' L = 800.00' What…
A:
Q: A cable of span 120 m and dip 10 m carries a load of 6 kN/m of horizontal span. The maximum tension…
A: Given data in question Load 6 kN/m Span 120 m Dip 10 m To find out Maximum tension in cable
Q: An orifice is located in the side of a tank with its centre 10 cm above the base of the tank. The…
A: Given data, Coefficient of velocity (Cv) = 0.98 Water level above the centre of orifice = 1 m y =…
Q: Question- The head over a V notch at the end of a channel is 75cm. If an error of 0.15cm is possible…
A: Given- The head over a V – notch at the end of a channel = 75cm, An error of 0.15cm is possible in…
Q: Water is moving between two reservoirs at a flow rate of 0.08 m³/s via the pipes shown in the…
A: Given: D1=10cm, D2=20cm, Ks=0.08, Flow rate=0.08m3/s , L1=50m
Q: 8-96 A certain part of cast iron piping of a water distribu- tion system involves a parallel…
A:
Q: How does the mode of production relate to the base and the superstructure?
A: Superstructure: The superstructure is the part of the building that is above the ground. The…
Q: A fixed time two-phase signal is to be designed for a four-legged intersection, for which the design…
A:
Q: 14.1 What is the meaning of the acronyms CMU, URM, UMB?
A: To find : Meaning of acronyms CMU, URM and UMB
Q: ← 3 m Cable S y R 120 kN 3 m Cable Q 000
A:
Q: A catchment of area 120 ha has a time of concentration of 30 min and runoff coefficient of 0.3. If…
A:
Q: An isolated T-beam is used as a walkway. The beam is simply supported with an effective span of 6 m.…
A:
Q: 1. y=kx4 le b Find the moment of inertia of the shaded area with respect to the x-axis.
A: A curve y = kx4 is given and an area is shaded between the x-axis and the curve. The shaded area is…
Q: 8-89 Water at 15°C is drained from a large reservoir using two horizontal plastic pipes connected in…
A: We have to detemine the dscharge rate from the reservoir.
Q: Exactly how can we ensure the continued development of antiquated structures?
A: Antiquated Structural Systems are as follows: Structural steel composite stub girders.…
Q: A W24x62 beam (Cb = 1) spans 24 ft and is braced at the ends and middle. Determine Mn.
A: Answer From table AISC 1-1. W shape properties we have for W 24 x 62 Zx = 153 mm3 Sx = 131 mm3…
Q: From the figure below, locate the centroid from x and y axes as shown
A: Given data in question Composite section consisting of rectangles & triangle. Dimensions To…
Q: 8.107 The coefficient of static friction between block B and the horizontal surface and between the…
A: We have to find the smallest mast mass f bloock B foor equillibrium condition.
Q: Theories of Failures Q.24 A point in a solid shaft under action of bending moment and twisting…
A: Given data- Principal stresses- σ1=80 N/mm2 (tensile),σ2=30 N/mm2 (compressive), Yield strength-…
Q: 1.What are three important properties of media or media components used in heavy medium separation?…
A:
Q: for the truss find the following members: BD,CD,CE using methos of joints, starting by finding the…
A:
Q: Problem 11.5 - Determine the product of inertia of the crosshatched region with respect to the x-…
A:
Q: 14.2 Identify the type of bond patterns in the following 2 masonry walls. WALL 1 WALL 2 MO
A:
Q: In the month of June, the average surface area of the lake was found to be 500 ha. During this…
A: Given- Area A=500 ha, Volume of water V=0.3 Mm3, Pan coefficient Cp=0.8 (standard value), Pan…
Q: mimūnímin@immmmmműmmmmmmjunjunjunjunju…………………….…………………mjumỹ………………………………………………………………………………………………………………
A: The given figure is shown below:
Trending now
This is a popular solution!
Step by step
Solved in 2 steps with 2 images
- Use an elastic analysis and determine the maximum load in the weld (in kips per inch of length).A channel C250x37 mm section is welded to a 9 mm gusset plate. Welding is not permitted on the back of the channel. All steel is A36 with Fy=250 MPa and Fu=400 MPa. Use E70electrodes having and Fu=485 MPa (SMAW) process. The maximum length of lap is 250mm. The size of fillet weld is 8mm. Assume the width of slot weld is 22 mm. Size of slot weld is 13mm Properties of C250x37 A = 4750 mm2 tw = 13.0 mm2 d = 254 mm a. Determine the force resisted by the slot weld in kN, when the full tensile capacity is 712.5 KN (from the gross yielding capacity using ASD) Hint: Full tensile Capacity = Force Resisted by Fillet and Slot Weld Round your answer to 3 decimal places.Problem 14.3.A A 4 × 4 × ½-in. angle of A36 steel is to be welded to a plate with E 70 XX electrodes to develop the full tensile strength of the angle. Using %-in. fillet welds, compute the design lengths for the welds on the two sides of the angle, assuming development of tension on the full cross sec- tion of the angle. A=3.75 inch2 L1= 10.94" L2 = 5.09" IF only connected leg, L=7.7"; 4.75 each side
- Situation 5. The angular section shown below is welded to a 12 mm gusset plate. Both materials are A36 steel with Fy = 250 MPa. The allowable tensile stress is 0.6Fy. The weld is E80 Electrode and 12 mm thickness. INNOVATIONS Properties of L 150x90x12: y = 50 shear stress of weld = 0.3Fu A = 2750 Allowable REVIEW INNOVATIE a K ➜ www A. 234 KN B. 349 KN b 13. What is the value of P without exceeding the allowable tensile the angle? C. 382 kN p. 413 kN 14. Find required length of the weld based on shear? A. 280 mm C. 300 mm D. 380 mm B. 320 mm 15. Find the required value of a? A. 108 mm B. 97.9 mm D. 185 mm NEW INNOVATIONS REVIEW INNOVATIOf REVIEW NEW INNOVATIONS4.) A 150 x 90 x 12 angular section is welded to a gusset plate as shown in the figure. The angle is A36 steel with FY=248 MPa. The weld is E 80 electrode with Fu = 550 MPa. The allowable tensile stress for the angle is 0.6Fy and the allowable shear stress for the weld is 0.3Fu. The Area of the angular section is 2751 sq.mm. with y=51mm. CS 56 Which of the following most nearly gives the design force P? a.) 400,365.9 N b.) 409,348.8 N c.) 412,793.5 N d.) 420,366.6 N 5.) A W350 x 90 steel is used as a simply supported beam 8m long. The beam carries three equal concentrated loads at every quarter points. It also carries a uniform dead load o 5 kn/m (including its own weight) and a uniform live load of 7.20 kn/m. Properties of W 350 x 90 steel: bf = 250 mm The allowable bending stress is 0.66Fy. The allowable shear stress is 0.40Fy. The allowable deflection is L/360. Use Fx=248 Mpa and E=200 Gpa. tf = 16.40 mm V d = 350 mm Determine the maximum value of each concentrated load based on…A 4 x 4 x ½ - in. angle of A36 steel is to be welded to a plate with E70XX electrodes to develop the full tensile strength of the angle. Using 3/8-in. fillet welds, compute the design lengths for the welds on the two sides of angle, assuming development of tension on the full cross section of the angles. GIVEN: A = 3.75 in2 L1 = 10.94” L2 = 5.09” IF only connected leg, L = 7.7”; 4.75 each side
- A tension plate shown below is used to support suspended load "T". Gusset Plate- F, = 248 MPa Fu = 400 MPa %3D 200 mm a) Determine the allowable tensile capacity of the plate if L= 240 mm. (Assume weld strength is satisfactory).b. The gusset plate shown in Figure 10 is welded to a vertical member. The gusset plate carries a load of 250 kN acting at a distance of 250 mm from the closest edge of the weld. The weld around the gusset plate is completed in two 140 mm horizontal portions and one 320 mm vertical portion. If the maximum allowable shear stress of the weld is 200 N/mm², detemine the minimum thickness of the weld required. In calculations, the second and higher order terms of the weld thickness for second moment of area calculations may be neglected. 250 kN 140 mm 250mm 140 mm Figure 10 320 mma. Determine the design strength of a 1-in length of a 1/4-in fillet weld formed by the shielded metal arc process (SMAW) and E70 electrodes with a minimum tensile strength FEXX = 70 ksi. Assume that load is to be applied parallel to the weld length.b. Repeat part (a) if the weld is 20 in long.c. Repeat part (a) if the weld is 30 in long.
- Tension Member Design Problem 1. A channel shape is under 50 kips dead and 100 kips live tensile axial load as shown in the figure. The member is connected to a gusset plate with 10 inch longitudinal welds. Find the lightest channel shape to carry the loading. Use only vielding and rupture limit states to design. Use 50 ksi steel (Fy=50 ksi, Fu=65 ksi). (a) Assume yielding limit state controls in the design process; (b) After selecting the lightest section, check the rupture limit state. Do not redesing if needed. 1 Pa=50 kips PL=100 kips 10"Two 75mmx8mm A36 steel plates are welded in a 10mm gusset plate. Assume a weld thickness of 7.5mm and that of electrode used is E70. Determine the following: 1. Total Length of weld if P=300KN 2. Load P based on block shear if L1=85mm and L2=92mm. Neglect end returns P -2-75mmx8mm plates 10mm-thk L1 gusset plate L2 end returnsA 100 x 100 x 10 mm angle is to be welded to a gusset plate. The angle carries a load of 200 kN applied along its centroidal axis which is 28.7 mm above the short leg as shown in the figure. Use an 8 mm fillet weld with a minimum tensile strength Fu = 483.33 MPa. Determine the length of a transverse fillet weld along the edge of the angle in order to avoid eccentricity of loading. Determine the length of side fillet weld required at the heel. Determine the length of side fillet weld required at the toe.