ML² dmax 2EI

Q: a 2kN | 3kN B A 2kN l a Am

A:

Q: Q2/ For the 5.0m simply supported beam having fc=20MPA and fy 420MPA, calculate the deflection due…

A: Given, width of the given beam= b= 600 mm Service dead load on beam (excluding own weight) =15×5=75…

Q: Air Manometer fluid SG = 2.67. Oil SG = 0.87 P2 AGURE P3-134

A: Solution:- We know that the pressure difference in manometer between two point at same label pA-pB…

Q: used in a transmission not restrained in directio N/mm?.

A:

Q: Ec Eb ea 30° ----

A: Strain rosette given we know the direct result so we can proceed

Q: ns:307cm Sem Lec.

A:

Q: Q1: Shaft subjected to the loadings in phase shown such that: T=0 N.m to 200 N.m M=-200 to 200 N.m…

A: DIAMETER 1 = 60 mm ;   DIAMETER 2 = 40 mm ;  r = 8mm Loading : Nominal Stress:

Q: Describe the following   i) BCP-SP-07 ii) ACI-318

A: i) BCP-SP-07  : This ia building code of pakistan  to design structures under seismic…

Q: E = 200 GPa, w = 16kN/m, P= 16kN and M = 24kNm, L₁ = 3m, L₂=5, L3 = 2m

A: solution of above problem is below:

Q: 90 kN/m 70 kN/m A B -3.0 m

A: Reactions

Q: 600 N/m- 1m 2 m

A:

Q: Di=18 mm D2=22 mm D3=25 mm D4=10 mm 10 kN 10 kN 50 10 kN ---- --- 10 kN 10 kN 20cm 18cm 10cm 12cm

A:

Q: (6 years), (K=T1%), 0%). Calculate the Design Hour Volume (DHV) :- * O DHV = 1344 %3D

A: It js proportion of AADT in the peak hour in the predominant direction of traffic flow. DDHV= AADT*…

Q: Sample ID NazSO4 solution (%) MGSO4 solution (%) Na2SO4+M9SO4 solution (%) ОРС -30 -21 -35 OPC÷FA…

A:

Q: z10+1 Find lim z-i z-1

A:

Q: Paint issues from the tank at Q=0.00354 m³/s. Find the kinematic viscosity. A 3m 1.650x10-4 m²/s…

A:

Q: 5 kip/ft 1 ft 11 ft 30 kip-ft 11 ft Figure P-552 11 in ♫

A:

Q: Ans. 2ET 60L I8 T8O Fig. 821 Fg. 822

A:

Q: If a warning goes of while using a EWP you can disarm this feature and continue working. O True O…

A: If a warning goes of while using a EWP you can disarm this feature and continue working. This…

Q: (2) jlakai * In fig. below i2= - A 5V 100 10V 10V 3A 10

A:

Q: E 20 k 12 ft 12 ft 5 k -5 ft-5 ft- -14 ft-

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Q: Q- Undesirable to use ..in the region of high water ground level due to high costly of discharge of…

A: Option D is correct  Wall footing

Q: sin (t – 1) lim t 1 t2 + 2t- 3

A: To determine the given limit.   Given: limt→1 sint-1t2+2t-3   On substituting the value of variable…

Q: A cannon is fired with velocity of (Number of Letter (FN+LN) x 8m/s) at an angle 45° at level…

A: Given Data: The cannon is fired at a velocity of (FN + LN) * 8 m/sec V = (6*14+12*14) * 8 = 2016…

Q: 20 kip 20 kip 4 kip/ft A B 15 ft- 15 ft 30 ft Ay = By Vmax= V Mmax-

A:

Q: 200 ib 40olb 100 1b 3 ft 4 ft 1 ft 8 FT IFT

A: The above beam is supported on a point support. There are three concentrated load acting upon the…

Q: Given the following: b=350mm d=550mm fc'=35MPA fy=420MPA Mu=700KN-m Determine As USE NSCP 2015, As =…

A:

Q: 01) For the composite channel shown in Fig. The bed slope is (0.0003). Calculate: 1- The discharge…

A: Calculate: 1- The discharge of the channel 2- The required freeboard

Q: For the given properties of the b determine the safest wy that th bf = 850mm

A:

Q: Known Back Known Fwd

A: Calculate the bearing of each station Back bearing of Stn. 1 = 65o09'44'' angle from 1-2 =…

Q: Find the NA here: Size 250*350 mm Ast = 1200 mm sq Fe 250 M25

A: This question is related to Design of concrete structure. In this question given about dimensions of…

Q: II BM TP3 IV ТР, H-44.889 m Point No. Rod readings h/m Reduced Backsight Foresight Rise Fall…

A: GIVEN DATA:-

Q: ー Fe そしい い、 Wr Wz トL2一米一しいる一 い、ta LV3= Fa-Pa9ん しいまh W:PgV 23.

A: First we need to consider a small element to get the force acting on it from high we can find the…

Q: Given the following: b=380mm d=530mm fc'=30MPA fy=320MPa Mu=650KN-m Determine As A. USE NSCP 2015,…

A: Given,

Q: b=480mm d=700mm fc'=30MPA fy=400MPA Mu=1430kN-m Determine As A. USE NSCP 2015, As = sq.mm. B. USE…

A:

Q: 150 mm (5) 150 mm 1000 mm A, = 8622 uu OSI- unU ŞLS 650mm

A: Width ( b) = 150+150=300mm Effective depth = 575mm Factor of safety for steel =1.15 Factor of safety…

Q: tan 2x dx C3+ In Cos 2x)*

A:

Q: 1.2 ksi | 4 ft 6 ft B 1.2 ksi FIG. P2.29 2 ksi

A:

Q: XA = 650m YA = 1750m XB = 1100m YB = 1300m Find di3 in km and i in grade

A: In survey engineering, distance between two points can be calculated by knowing their coordinates,…

Q: من الله 유 | 3klf 20 ft Mmax=

A:

Q: Given the following: b=480mm d=700mm fc’= 30 MPa fy=400MPa Mu= 1430 kN-m Determine As A. Use NSCP…

A:

Q: Ep1 = Ep2 = Ymax in-plane Yabsolute max. 8p = με με urad prad

A: Strain: - It is defined as the deformation in the material in the direction of applied force by…

Q: Activity 1. From the rectangular area shown a semi-circle of radius 4 cm is removed. Locate the…

A:

Q: Lecturer. Mohammed Abdul-Jabbar Hassan. Reinforced concrete for third stage of Civil Engineering.…

A: Given:  As=4000mm2 Effective Cover =75mm fc=25Mpa fy=400Mpa d=500mm b=300mm   To Find:  Maximum…

Q: LCM & GCM of 30, 75

A: Given data: LCM & GCM of 30, 75

Q: |ookN- 3. SM E 200KN sm IL

A:

Q: Baome 4-300 mm 12:0.8m gap-03mm Stel A= 250 mm La 12M E<200 GK E-83 CPA Find for the shest daeloped…

A:

Q: 1025ft2 * 8ft = Convert answer to m3

A: 1025ft2 * 8ft = ?

Q: า 130 mm- mm S: yo ++-% -20 mm -130 mm- 20 mm (106) mm4

A:

Q: 10k 2 k/ft A 10 ft -10 ft 10 ft

A:

Team Management

To complete a specific task or to accomplish organizational goals along with increasing work productivity, individuals need to come together and think along a common path and direction. There are certain tasks in an organization that cannot be done alone and the involvement of more individuals is essential. These groups of individuals who work together for a common goal compose a team and the individual members involved are known as team members.