A WAB LAB [™] N B Pc LBC b₁ b3 C LCD -b₂ D d₁ LDE d₂ d3 PE E X

Q: Given below is the properties of HP 410 x 131 steel column having a length of 10 m and fixed at both…

A: Consider the given data. The column is fixed at both ends, KL=0.5×10000=5000 mm

Q: For the structure given below, all members have similar El= 4.85x10® kips.in? If Q1 = - 4 kips and…

A: Given data as;                                        EI=4.85×108kpis.in2Q1=7 kipsQ2=-4 kips↑    =4…

Q: D —3f3ft E 2 ft F W

A:

Q: Pkips P/2 kips 10 ft 10 ft to 10 ft 10 ft El = constant Figure 5

A: MFAB=-wl8=-(38)(20)8=-90kipMFBA=+wl8=+90kipMFBC=-wl8=-18(20)8=-45 kipMFCB=+45  kip Restraining…

Q: answer b only

A:

Q: A piece of wood was cut into 3 pieces as shown below and will form into a l-beam section. Planks 1…

A:

Q: A cantilever beam BD rests on a simple beam AC as shown below. Both beams are of the same material…

A: It can be solved using solving for moments along both the axis.

Q: D = 110 kips L = 280 kips W12 x 87 A992 steel 30

A:

Q: Determine the force in member BE of the loaded truss. The force is positive if in tension, negative…

A:

Q: A beam has a T section, and the loads are shown below. Instruments to measure strain are set in…

A: Find P value  Assume P value in Newton (N)

Q: A W18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 15 kips,…

A: Given Data W18×40 standard steel section. Find the maximum bending stress in beam.

Q: A prestressed beam is given in the figure below. Aps = 861 mm² H = 560 mm B = 350 mm y = 110 mm If…

A: Area of steel, Aps=861 mm2 H=560 mm B=350 mm y=110 mm Initial pre-stress, fps=1208 MPa

Q: Determine the force in each member of the truss. State if the members are in tension or compression…

A: Solution: Consider Free Body Diagram of the whole turn: ∑ME=0140×4-FAx×2=0FAX=280…

Q: The timber member has a cross-sectional area of 1603 mm2 and its modulus of elasticity is 13.8 GPa.…

A: Compute the change in the total length (in mm) of the member

Q: Part B Determine the force in member CJ and state if this member is in tension or compression.…

A:

Q: PDE = 2000 lb A₁ = 2000 lb 19 B 119 A 119 D 4 A 40 K G 3000 lb 1000 lb = 4000 lb (b)

A:

Q: Click to see additional instructions How much force would be required to move the load Figure 2?…

A: Given Load  300 lbSpan 7.5 ftTo find out Force F

Q: 2. Solve for the Resultant Force

A: Force FA  (N) FB  (N) FC  (N) FD  (N) x-direction -500 0 500 400 y-direction 0 500 300 -500…

Q: The simply supported bean consists of a W21 x 44 structural steel wide-flange shape[E = 29,000 ksi;…

A:

Q: Use 32 in? and 48 in? cross-sectional areas for tensile and compressive members, respectively.…

A: Question consist of a truss which is supported on two supports both are hinged. Span length of each…

Q: strain in the tension bars equal to  0.004 and  in the design process use 60% of this rho max.…

A: Given : DL = 10 kN/m LL = 8 kN/m UDL & 15 kN/m UVL 8 m length fc = 21 MPa and fy = 276 MPa

Q: 240 lb 12' 400 lb D 16' A 600 lb 12' F 12' B

A:

Q: A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape…

A:

Q: Values An overhanging beam is carrying the following loads: • P= (refer to the table at the last…

A:

Q: AW10X30, 3 m long, A36 steel is used as a column with fixed ends to support a service dead load of…

A:

Q: Determine the value of a, c, strain in steel and ultimate moment strength of beam? E, = 2*10°kg / cm…

A: Draw the figure.

Q: Ac-beam is subjected to the loads shown. The dimensions and loads of the c-beam are given below. P=5…

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

Q: A welded girder has loads applied to the top flange as shown in Figure 3A. The girder is supported…

A: fyf = 300MPa

Q: Figure Part A P= A Value 26₁ +26+21= ft If the beam is made from wood having an allowable shear…

A: We have to find the maximum value of P

Q: A simply supported beam having a simple span o 8 m must support a uniformly distributed service load…

A: Span (L)= 8 mDead load = 10 KN/m

Q: Solve equations 1 and 2 shown below. All the values are given below please subsitute in the two…

A: L = 13 ft 2 in b = 2 ft 10.5 in DL = 40 psf

Q: An A36 angle bar is used as a tension member connected on both legs with 18 mm. Given that s= 74 mm,…

A:

Q: 3- What size of threaded rod is required for member AB given in figure below. The applied load of X2…

A: Consider the following diagram of the threaded rod. Calculate the angle as follows.…

Q: Determine the forces in members BC and CG. The forces are positive if in tension, negative if in…

A: Find out the forces in member BC and CG in given truss.

Q: What is the total elongation of steel bar having a diameter of 2 in. hanging over with a length of…

A:

Q: A steel bar AD has a cross-secțional area of 260 mm? and is loaded by forçes P, = 12 kN. P,= 8 kN.…

A:

Q: Use A36 steel to resist Tension. Use a solid round bar to resist the maximum Tension force. Solve…

A: The values and diagram given in the question are as follows: Yield stress of A36 steel(fy)=36 ksi

Q: Using the approximate method for beam capacity, determine how many # 10 bars are required for the…

A:

Q: For deflection y units in a beam which of the following relation holds good? OⓇ = dy/dx de/dx =…

A: deflection in beam is equal to y Questions is from structural analysis here the defection in beam is…

Q: Does the column shown below have enough available strength to support the given working loads? Use…

A: E = 29,272 ksi,ry = 2.031 in,K = 1,Fy = 59.03 ksi,Ag = 32.79 in2L = 29.31 ft x 12 = 351.72 in,LL =…

Q: Determine if the beam shown below will fail in tension or compression. Given fe fy 4,000 psi =…

A: Given : f'c = 4000 psi fy = 40000 psi This is a problem of R.C.C where we are asked to determine…

Q: What will be the safe weight pe linear meter length of the beam if the displacement at E is limite…

A:

Q: Compute the required area of steel, As, For the beam section below. The beam is used to support a…

A: The factored moment is Mu=200 kNm. The width of the beam is b=250 mm. The total depth of the section…

Q: a w12x65 column section shown in the figure is pined at each end and has an additional support in…

A: As per our company guidelines we are supposed to answer only 3 sub-parts. Kindly repost other…

Q: Part A Determine the force in the member BC. Express your answer in pounds to three significant…

A:

Q: Suppose that P250 lb. (Eigure 1) Figure W 481 40 Part C <1 of 1 FBC = Submit - ΑΣΦ Request Answer…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.