VIRTUAL WORK METHOD (UNIT-LOAD METHODFor the beams loaded as shown,12= 50 x 10 ¹² N-mm ²determine the ff. Use El1. Find Ac12kN↓and ӨоATImImBAC20 kN/m3m

EI = 50 × 1012 N-mm2 Determine the slope at D and deflection at point C using virtual work method…

Answered: VIRTUAL WORK METHOD (UNIT-LOAD METHOD…

VIRTUAL WORK METHOD (UNIT-LOAD METHOD For the beams loaded as shown, determine the ff. Use E1 = 50x 10¹² N-mm ² 12 1. Find 12kN ↓ A Ac and OD Ilm-lm B C 20 kN/m 3m D

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: What is the quantity of cement (in kg) and of dry sand (in cubic meter) respectively required for…

A: Cement mortar proportion = 1:5We are asked to determine the quantity of cement and dry sand ?

Q: A municipality wants to determine the flow rate into the plant based on pipe size, elevation…

A: Diameter of pipe, Roughness coefficient, Length of pipe, Elevation difference, Loss coefficient due…

Q: How many different types of buildings can one find in different places?

A: To mention the different types of buildings found in different places.

Q: (a) the centroid location (measured with respect t the bottom of the cross-section), the moment of…

A: Given that, Mz = 45kipft The cross-sectional dimensions:b1 = 9.1 in., d1 = 1.7in , b2 = 0.9in., d2 =…

Q: a) Flow through the elbow (Q)= b) Velocity in Section 2-2 (V2)= A pipe elbow shown in the figure has…

Q: H HAVANIS 160kN 140KN 120KN 10.8m 8.1m D = 100KN 130kN 150KN 8 panels @ 6m ea. = 48m Determine the…

Q: A woman is scared to fly commercially because of a recent plane crash that was all over the news.…

A: The woman's hesitation to fly commercially due to the recent plane crash that was all over the news…

Q: A 3m 205 км-т к В эт 270 ки І с 3m

Q: The dry density of a sand with a porosity of 0.387 is 1600 kg/m³. Find the void ratio of the soil…

A: Give data of soil :- Dry density = 1600 kg/m3 Porosity = 0.387 For The given soil we have to find…

Q: Fill in the blanks/identification: A detailed engineering alignment study for a proposed by pass…

A: Area on ground A=20 km x 1 kmFocal length of the camera f=152.4 mForward (longitudinal overlap l'…

Q: It is possible to gain a clearer understanding of the undertaking by drawing its map with and…

A: How can creating maps, with and without the fundamental design of an undertaking, contribute to…

Q: The welded bracket connection shown in Fig. consists of a plate welded to the flange of a column by…

Q: A solid cylinder, 200 mm diameter and 800 mm long has its base 25 mm thick of a material of sp.…

A: Diameter of solid cylinder= 200mm= 0.2mLength of solid cylinder= 800mm= 0.8mThickness of it's base=…

Q: The results given in Table 1 were obtained in a particle size distribution test for soil sample…

A: The weight retained of soil is,To find: The gradation curve and its properties.

Q: Two vertical rods, one of steel and the other of copper, with cross-sectional areas 500 mm² and 1000…

A: Cross sectional area of steel (As) = 500 mm2Cross sectional area of copper (Ac) = 1000 mm2Total load…

Q: Show that: Ble -= $a n

Q: An interior flat-plate panel is supported on columns spaced 18 ft x 20 ft. The panel dimensions,…

A: We will follow the ACI Code direct design method in designing the interior flat-plate panel and…

Q: The results of a traffic study is given in the form of a frequency distribution table. Speed Range…

Q: Determine the resultant of the three forces acting on the dam shown and locate its intersection with…

A: Given:Required:Resultant force and it's location on base AB

Q: Problem 2: The 16 mm - thick rectangular plate shown is to be connected to a gusset plate with w =…

A: Given that, the thickness of the weld, w = 6.35 mm a = 75 mm, b = 50 mm, c = 150 mm, d 100 mm. The…

Q: Using the Mueller Breslau principle draw the influence lines for the reactions and internal forces…

A: Degree of indeterminacy = (2+1+1-3-1)=0 Hence the shape of influence line diagrams will be linear

Q: What will be depth of flow (in m) in a most efficient trapezoidal section if it is required 3 to…

A: Most efficient trapezoidal section-Discharge Q=5.45 m3/sSide slope 1:1Manning's roughness…

Q: For the distributed load below, what is the resultant force, FR (in N)? 1400 N/m TATT 15 m 8 m 77 Do…

A: Given:Required:Resultant force FR in N

Q: Keep in mind that there is a distinction to be made between the warehousing that occurs on the…

A: Here, it is asked to draw the distinction between the warehousing that occurs on the premises and…

Q: During major flood events water flows over the top of a roadway. (a) Determine the head (H) on the…

Q: Using Virtual Work Method Find the smallest value of P acting at the FD midspan that is required in…

A: To determine:Minimum Force P for zero deflection at B using Virtual work method

Q: Explain the potentially dangerous work activities that relate to hazards in different stages of the…

A: Construction projects involves dangerous work and hazards in different stages of its process. Here…

Q: the coefficient of consolidation, Cv=0.53 m²/yr, and the clay layer is nderlain by a highly…

Q: what is the bolt shear capacity of the shear connection in kips?

A: A 325 boltsBolt diameter d = 3/4 inNumber of bolt in shear connection n = 16 (top and bottom…

Q: The fink truss shown is supported by a roller at A and a hinge at B. The given loads are normal to…

A: Resultant load = 1000+2000+2000+2000+1000 Resultant load = 8000 lbResultant load location is at the…

Q: a. If the beam shown is uncracked, calculate the stress in concrete at the top and bottom extreme…

A: Given hollow rectangular cross-section,Positive bending moment = 80 k-ftIt is asked to calculate the…

Q: 2.3 Find the normal depth for a discharge of 6.371 m³/s in a trapezoidal channel with a bottom width…

A: Given trapezoidal channel with side slope of 1H to 1V,Discharge, Q= 6.371 m3/sBottom width, B= 1.524…

Q: A JET PLANE WHICH WEIGHT 29430 N AND HAS A WING AREA OF 20 M2 FLIES AT A VELOCITY OF 250 KM/HR. WHEN…

Q: A submersible, multi-stage centrifugal deep well pump 260 gpm capacity is installed in a well 27…

Q: what would be the throat area of a fillet weld with equal legs of 6mm and length of 1cm?

A: Leg size of fillet weld = 6mmLength of weld (Lw) = 1cm = 10mmThroat area =?

Q: (a) y = i in. |₂= i in.4 S= i or 3

Q: A 45 ° slope as shown in figure has been excavated to a depth of 6 m in a saturated clay having the…

Q: escribe one key decision that was made either in the design of the task, system, or execution of…

A: The implementation of proper safety measures in industrial facilities, especially those that handle…

Q: Why is the triangle method called the head – to – tail (or tip – to – tail) method

A: In civil engineering, vectors often represent forces acting on a structure or the components of a…

Q: A 500-ft curve, grades of g₁ = +2.50% and g₂ = -2.50%, VPI at station 96 + 80 and elevation 837.26…

A: G1 = 2.5 %G2 = -2.5 %PVI Station = (96+80)PVI elevation = 837.26 ftLength of curve L = 500 ft

Q: determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…

A: Beam W 16 x 50 (tw = 0.38 in, bf = 7.07 in, tf = 0.63 in)A992 (fy = 50 ksi, fu = 65 ksi)Effective…

Q: Determine the reaction at the supports and the internal hinge.

A: Given:Required:Reaction at support and internal hinge

Q: A precast concrete pile of size 50 cm x 50 cm is to be driven into clay strata whose unconfined…

Q: 11. The crest gate shown consists of a cylindrical surface of which AB is the base, supported by a…

A: The length of the gate = 8 m The angle of the surface AB hinged at C = 60The radius = 6 m To…

Q: Water flows in a 1.5-m wide rectangular channel with a constant bed slope So = 0.144 (see figure…

Q: For the beam shown below, use the Flexibility Method (also known as the Method of Consistent…

Q: Part A Draw the shear diagram for the beam. Click on "add vertical line off" to add discontinuity…

A: An overhanging beam with uniformly distributed load and a point load at the free end. The beam is…

Q: P11.21. Analyze the beam in Figure P11.21 by the moment distribution method. Determine all reactions…

Q: Q.15 The minimum velocity required to transport coarse sand through a sewer of 40 cm diameter with…

A: Diameter of the sewer =40 cm,Diameter of the particles d=1 mm=1x10-3Specific gravityg=2.7Friction…

Q: Question 2 Determine the moments at 1 and 3 if the support 2 moves upward 5 mm. Assume 2 is a roller…

A: EI = 60 × 106 Nm2 Support B move upward 5mm Determine the support moment at point 1 and 3.

Concept explainers

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.

Question

VIRTUAL WORK METHOD (UNIT-LOAD METHOD
For the beams loaded as shown,
12
= 50 x 10 ¹² N-mm ²
determine the ff. Use El
1. Find Ac
12kN
↓
and Өо
A
TImIm
B
A
C
20 kN/m
3m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Given Data

VIEW

Step 2: Moment equation due to actual load

VIEW

Step 3: Deflection at point-C

VIEW

Step 4: Slope at point-D

VIEW

Solution

VIEW

Step by step

Solved in 5 steps with 7 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Use any method ans is 697.5lb
let : L1=2.5m,L2=3.8m,L3=5.0m,P=250N
Please only solve 12.15 PLEASE EXPLAIN TO ME HOW TO FIND THE LOCATION OF THE RESULTANT, I don't know how to take the moment about the buttom for each area, please explain, thank you
If F1 = 10N, F2 = 15N, F3 = 8N, F4 = 10N, F5 = 18N, and the length of te side of a red square is 1m. Calculate magnltude (+ for CCW, - for CW) of the resuItant moment (N-m) about point A.
Q) All answers of second moment of area shall be in \times× 106 mm4 Solve it early I upvote
a = 3.7 m b = 31 kN-m c = 35 kN
W1 = 10 kN/m P2 = 60 kN a = 2 c = 5 M1 = 35 kNm
A cantilever beam carries a trapezoidaldistributed load (see figure). Let wB = 2.5 kN/m,wA = 5.0 kN/m, and L = 2.5 m. The beam has amodulus E = 45GPa and a rectangular cross sectionwith width b = 200 mm and depth h = 300 mm.Use the method of superposition and Cases 1 and8 in Table H-1 to calculate the def lection and rotationat B.
8.TAPE MEASUREMENTSa. A line was recorded as 1650.00 meters long. It is measured with a 0.65 kg standard tape30.00m long at 20°C under a 50N pull supported at both ends. During the measurementthe temperature was 5°C and the tape was suspended under a 75N pull. The line wasinclined on a 3% grade. What is the true inclined distance? E = 200GPa, A = 3.0 mm² andthe coefficient of linear expansion is 0.0000116 m/°C.b. A line was recorded as 2000.00 meters long. It is measured with a 0.65 kg standard tape30.00m long at 20°C under a 50N pull supported at both ends. During the measurementthe temperature was 5°C and the tape was suspended under a 75N pull. The line wasinclined on a 3% grade. What is the true inclined distance? E = 200GPa, A = 3.0 mm² andthe coefficient of linear expansion is 0.0000116 m/°C.
show how to get the 7.88m/s
Take that w0w0w_0 = 4.8 kN/mkN/m.
A 50-m steel tape weighing 0.035kg/m isconstantly supported at mid-length and its endpoints, and is used to measure a line AB with asteady pull of 6.5kg. If the measured length ofAB is 1200.00m, determine the following:a. Correction due to sag between supports andfor the whole tape lengthb. Total sag correction for the whole lengthmeasuredc. Correct length of line AB