PA PL ¹½/2 x 6 3″ 2 PL ¾/16 x 3 P

Q: The welded girder shown in the accompanying illustration has an external shear VD = 300 k and VL =…

A: VD=300 kVL=350 k

Q: Two plates of Steel A72 Gr 50 are connected with each as shown in Figure 5. E70XX Electrodes were…

A: Given:- Steel A72Gr500 fillet weld=7/16 To find:- design strength by LRFD and ASD

Q: The member is connected to a gusset plate with 10 inch longitudinal welds. Fin el shape to carry the…

A:

Q: A 100x100x10mm angle is to be welded to a gusset plate. The angle carries a load of 200 kN applied…

A: weld size = 8 mmload =200 kN Fu = 483.33 MPaAllowable shearing stress through throat of weld = 145…

Q: O A fillet -welded joint of 6mm size is shown in the figure. the welded surfaces meet at 60-90…

A:

Q: Determine the total LFRD design strength and the total ASD allowable strength of the 5/16 – in E70…

A: We will solve this question in step no. 2

Q: A UNS G10350 steel shaft, heat-treated to a minimum yield strength of 75 kpsi, has a diameter of 1-…

A: Solution:-UNS G10350Minimum yield strengthσymin=75kpsiShaft rotates n=613rpmd=2316P=53hpSafety…

Q: o normal temperatures but wet in-service conditions. Assume =0.95 and the geometry factor is CA=1.…

A: 1 Area of the plate Ag     Ag = 4×10 = 40 in2for A36 grade steel   fy =36000…

Q: Determine the design tensile strength, Pn, of a 3/8 x 6 plate tension member shown in the figure.…

A: 38×6 plateFu = Ultimate strength = 58 ksiFy = Yield strength = 36 ksi

Q: Select a double-angle tension member and design a welded connection to resist a dead load of 12 kips…

A:

Q: The value (U) in (AISC) for welded member in tension load, if (2w > L>= 1.5w) where L: length of…

A: Given data  Welded member Length of weld Distance between welds

Q: Compute the maximum acceptable tensile SERVICE LOAD that may act on a single tee section that is…

A: Given- Properties of WT- 12×38Ag=11.2 in2y'=3.0 inbf=8.99 inA992 steel-fy=50 ksiFu=65 ksiLL=3DL

Q: In 2012, the side AB of an equilateral field ABC (with an area of 692.80 m^2) has a magnetic bearing…

A:

Q: Q3. A solid shaft was made of alloy steel, it was welded to a flat plate by a specific size of…

A:

Q: A riveted connection is shown in the figure 3.26. A 25 mm diameter A 502, grade 2 rivets are used. A…

A: To compute:Tensile strength when shear stress of rivet governsTensile strength when bearing stress…

Q: Two steel plates are lap jointed in a workshop using 6 mm thick fillet weld as shown in the figure…

A: Two steel plates are lap jointed in a workshop using 6 mm thick fillet weld The ultimate strength of…

Q: A hanger is suspended from a plate that is welded to a wide flange beam as shown. The plate requires…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: Surveying The following staff readings were taken in succession with a dumpy level. The instrument…

A: Given data, 1st reading was taken on a BM , RL of benchmark= 200.00m The instrument was shifted…

Q: 4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm…

A: Section W14x68bolt diameter, db = 20 mmA992 grade of steel:fy = 345 MPafu = 450 MPaTo find:a. The…

Q: WT bracket is connected to a wide flange column with an E. 70 fillet welds as shown in the figure…

A:

Q: Two 3/16" E70 fillet welds of 15 in. Iong are subjected to a load P. Using LRFD, compute the…

A: Answer (a) Minimum weld length requirement Minimum weld length may not be less than 4 times the…

Q: The details of an end bearing stiffener are shown in Figure . The stiffener plates are 9⁄16-inch…

A: A572 Grade 50:Fy=50 ksi   Calculating the bearing strength: Apb=6-0.5×916×4=12.38 in2Rn=1.8 Fy Apb…

Q: Determine the design strength for C-shaped welds. USE E70 electrodes and 5/16" weld. 2011d

A: Given, E70 electrodes Weld thickness (w) = 5/16"

Q: Material Strengths: Fy= 248 MPa, Fu= 400 MPa Method: Use ASD. A single angle L203X152X19 is welded…

A:

Q: 3 A plate is connected to the flange of an ISMB as shown. The factored load is 100 kN. Find the size…

A:

Q: Situation 1: The lap splice shown will develop a full strength as shown in the figure. Using E70 The…

A: d=39mm

Q: Problem 2: What is the U value for these cases? 1. Plate connected using bolts (fasteners) only. 2.…

A: Note: Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: Determine the tensile capacity of a lap joint shown in figure connecting two 160 x 16 mm plates and…

A:

Q: Determine the shear Load that act on the fillet weld that joining two plates together if the working…

A: To find- Shear load

Q: A lap welded joint of A36 steel plates must hold a tensile load. The lower plate is .5 inches thick…

A: Lower plate tensile load = 0.5 inch thickWidth of lower plate = 7.7 inch wideUpper plate tensile…

Q: Q1 Two 3/16" E70 fillet welds of 15 in. long are subjected to a load P. Using LRFD, compute the…

A: Answer We are given  size of weld (w)= 3/16 in Length of weld L = 15 in E 70 electrode

Q: Q3: Design 5/16-in SMAW fillet welds for the plate shown in figure below if A36 steel and E70…

A: Given data : design a 5/16 -in SMAW fillet welds for the plate ( for the given figure)  use A36…

Q: uation 4: The lap splice shown will develop a full strength as shown in the figure. Using E70 el e…

A: I have solved your problem

Q: An I-section bracket is connected to the column as shown. The size of weld is 6 mm on web and 10 mm…

A:

Q: A channel C250x37 mm section is welded to a 9 mm gusset plate. Welding is not permitted on the back…

A: Slot Weld : Slot weld is used to attach flat plates using one or more holes in the top part. To fuse…

Q: 7) The connection shows a PL10X200 loaded in tension and welded to a 10mm gusset plate. Calculate…

A: Answer Calculation of Design tensile strength in gross yielding We know that the Nominal tensile…

Q: The equivalent stress for welding in given bracket connections would be if t = 5mm e i.e. Effective…

A: Effective throat thickness of weld te=5 mm,Fe410 steel & shop welding case,To Find-The value of…

Q: Governing Ultimate Tensile Capacity based on Yielding of gross section

A: Gross area Ag=11.2 in2Yield stress Fy=50 ksiUltiate stress Fu=65 ksiy¯=3 inLength of weld L=12…

Q: Use an elastic analysis and determine the maximum load in the weld (in kips per inch of length).

A: Given:- The magnitude of the load = 15 k To determine:- The maximum load in the weld (in kips per…

Q: 4. the distinction between Safety factor and resistance factor Nominal strengh and required strength…

A: As it relates to component safety, the safety factor is the ratio between the force applying to the…

Q: A joist cutting is used as bracket to support a factored load of 200 kN, It is welded to column…

A:

Q: side and 4 mm thick. The walls are 3 mm thick, and the total height of the cup = 50 mm. The SL used…

A:

Q: Design an optimize welded connection with fillet weld and resist the dead load of 20 kips, live…

A: Dead Load = 20 kipsLive Load = 40 kipsWind Load = 10kipsGiven L Section = 6" x 4" x (7/16)"The…

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.