crete slab of total weight 100 kN ed as shown to two rods whose on the same level. O Determi aluminu level.

Q: 4#8 12" 18" I3" fé= 3000 psi, Grade 60 steel NWC, Tied Stirrups &Mn = ?

A:

Q: find the tension/compression in DC & DF?

A: Consider the figure. Here, T is the tension and C is the compression.

Q: (BASE ON 100 M LONG) In m3 1. Void Forms (in m) 2. Grade Beam Forms (in m2) 3. Grade Beam concrete…

A: Void form: depth, h = 150 mm width, b = 250 mm Grade beam: depth, h = 500 mm width, b = 250 mm Grade…

Q: (1) #3 4 #8 12" 24" fé= 5000 psi fy= 60 ksi NWC. Cover = 2", #3 stirrups & Mn = ?

A: fc'=5000psify=60ksicover=2''bars 3#8 As=0.79 in2

Q: Q3.A:Determine the location of the centroid of the shaded area shown in figure below.by using the…

A:

Q: 17.3 A 1-in.-by-4-in. steel bar is subjected to the loads show Calculate the combined stresses at…

A: Given Data -  Cross section of Bar = 1 × 4 inch  Load P1 = 12000 lb . P2 =1200 lb  Find -  Combined…

Q: NWC. fe= 3000 psi, Grade 60 steel Mer=? (b) If M=50 (0) & Mn = ? ft-kips fc & fs =

A: We know that cracking Moment is given by Mcr = fr*Igyt fr = modulus of rupture fr = 7.5f'c fr =…

Q: (1) 22² #4 12" 4#8 NWC. fe= 3000 psi, Grade 60 steel (a) Mer=? (b) If M=50 (0) & Mn = ? ft-kips fe &…

A: fc'=3000 psiGrade 60 steel. Calculation of Mcr- We know that cracking Moment is given by Mcr =…

Q: Design a rectangular section for the following beam considering the given loading. The weight of the…

A: Given fy= 60000 psi fc'= 4000 psi

Q: (1) 4#7 12" 18.5" 2.5 fó= 4000 psi NWC Grade 60 Steel. & Mn = ?

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

Q: a. DeteRminc_the force -6-Deterine the torcEG AB AC

A:

Q: Given the concrete (f c=6000 psi) I-beam shown in Figure 1 for the given loading: -draw the shear &…

A: The cross-section of beam is given by I-section shown below

Q: What is the vertical Pmax only considering Buckling? Use AISC recommended Leff. b) Horizontal Pmax…

A: Length of flag pole = 14 footYield strength = 36 ksiE= 2.9 * 10^7 psioutside dia , d0=8inchwall…

Q: Footing reinforcement Q- estimate the quantity of reinforcement in ton for 10 footing (square base)…

A: To estimate the quantity of reinforcement in tons for 10 footings with a square base, we need to…

Q: Draw Bendine Slearing момель force A gript

A: A figure is given belowneed to find Draw the shear force and bending moment Diagram

Q: Seatwork No. 1 1 whole yellow sheet of paper or bond paper A rectangular beam having a 7-m simple…

A: Given:- The span length of the beam = 7 m  The superimposed dead load = 28 kN/m  The live load = X =…

Q: (2) 3#9 12" 21" I 3" fé=3000 psi Grade 60 steel NWC. & Mn = ?

A: Given:- The steel reinforcement provided in the beam = 3 bars - #9 diameter The width of the beam is…

Q: Given a concrete column with an eccentric axial load determine a. The Cross-Section properties of…

A:

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.