Please solve sub-part- ii completely and accurate with correct calculations. Thank you! Part 2: A girder shown below in figure 1 is subject to the following concurrent forces acting at anglesindicated to the horizontal neutral axis. The girder is also supporting a mass of 5000kg30kN20kNGIRDER45⁰figure (1)60⁰5000Kg30⁰gravity 9.81:40kN forceii. Using analytical techniques i.e. use force resolution methods to determine the horizontal andVertical component of each force present, then combine them vectorily to determine resultantcreated by the applied forces. ( magnitude and direction)buit of oupindtan(A+B) =iii Analvee the variationsigns bas obutilonu al bait of selFormulae & Identities for Trigonometry: argital wolod wode pobu Axe leven latositod sdt at bede toplsin(A+B) = sinAcosB + cosAsinBsin(A-B) = sinAcosB - cosAsinBcos(A+B) = cosAcosB - sinAsinBcos(A-B) = cosAcosB + sinAsinBsin2A = 2sinAcosAcos2A = cos²A-sin²Acos2A = 2cos²A-1sin²A+ cos²A = 1tan A + tan B1-tan A tan BR sin(-a)= asin - bcosandtan2A =somongin sau murga emsa sill goized itand2 tan A1-tan² AR sin(+a)= asin + bcosIVIDA

Answered: Image /qna-images/answer/335643d7-0db6-40a3-872b-aeee1ef6e9d0.jpg

Answered: indicated to the horizontal neutral…

indicated to the horizontal neutral axis. The girder is also supporting a mass of 5000kg 30kN 20kN GIRDER 45⁰ 60⁰ 5000K 30⁰ 40kN

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: Q 8. Use moment are a theorems to find the slope and deflection at end C. Take E = 200 GPa, I =…

A: Given Data E = 200 GPa = 200 × 103 N/mm2 I = 80 × 106 mm4 Determine slope and deflection at end C…

Q: Time (hrs) 0 12 24 36 48 60 72 84 96 108 Inflow Discharge (m3/hr) 20 191 249 164 110 82 62 48 32 28…

Q: Compute the azimuth from north of line CD. Azimuth AB = 101°26'32"; angles to the right ABC = 49°…

A: Given data in question Bearing of AB 101°26`32`` Angles 49°54`26`` & 40°36`38`` To find out…

Q: If the normal annual precipitation at stations X, A, B, and C are 700 mm, 1000 mm, 900 mm, and 800…

A: Given that , NX=700mm ;PX=? NA=1000mm ;PA=100mm NB=900mm ; PB=90mm NC=800mm ; PC=80mm

Q: determine the force in every member

A: Given Data Determine the forces in each member of truss.

Q: Problem # 2. A reinforced concrete beam has a width of 300 mm with an effective depth of 575 mm. It…

Q: Why are technology and transportation equipment companies investing so much time, money, and effort…

A: Autonomous transportation has the potential to make transportation faster, safer, more efficient,…

Q: A beam 4m long is simply supported at its ends. The beam is loaded with a downward vertical load…

Q: For the beam shown. Determine the fixed end moment at A and fixed end moment at B. y A →3 ft 60…

Q: A structural of 200 mm long must be able to support a load of 100,000 N without experiencing any…

A: First we summarise the given data : Note - Density in Kg/m3

Q: 1. Calculate the fixed-end moments for beam due to unit displacement at its left support. Diagram:…

A: Given: Moment at support A= MA Reaction at support A= FA Moment at support B= MB Reaction at support…

Q: 3. Compute the land soaking requirement for a soil (depth of rootzone is 30 cm) with a residual…

A: Given data, Porosity (n) = 45% Bulk density= 1200 kg/m3. So, specific gravity (G) =1.2 Depth of…

Q: PROBLEM 2 raw the shear and moment diagram of this beam. 4 kN/m 8 m- B 80 kN.m + -4 m 30 kN C

Q: Consider a wastewater treatment reactor where with an influent flow rate of 2,500 m3/day and where…

A: The given data for the question is: Influent flow rate: 2,500 m3/day Biomass kinetic…

Q: A beam is loaded and supported as shown below. (a) Determine expressions for the bending moment in…

A: To determine The bending moment for each section The single expression for bending moment using…

Q: Find shear and bending diagram, and deflection of this structure. 4 K₁ rigid rigid

A: The diagram is provided. We have to find out the followings: Shear Force and Bending Moment…

Q: The rigid beam hidden in the figure is fixed at the top by two posts (dext = 50mm), one in AISI 4340…

Q: The readings on staff which is held vertically 60 m from a tacheometer are 1.460 and 2,055. The line…

Q: 8. Find the resultant of the moment by the forces and coupe acting as shown. 500 Nm 50N 30% C 150N…

Q: A rectangular simply supported beam of size 100 mm × 250 mm size and span 3 m is subjected to a…

Q: A rectangular beam has a width of 300mm and an effective depth of 550mm spand 4.0 meters on fixed…

Q: Select a standard threaded round rod to support a factored tensile load of 72 kips (service tensile…

A: Given: Pu = 72 kips, A36 steel

Q: Find the reactions of the fixed end at B. NO

Q: Ex pie study of freeway flow at a particular site has resulted in a calibrate speed- density…

A: The speed density relationship is given as, V =57.51-0.008D= 57.5-0.46D Where v is the speed and D…

Q: 10.The entrance "P" to a mine tunnel is 40 m. from the nearest point of a railroad track. It is…

Q: B through the system shown in Fig. P6.82. Calculate the volume flow rate of the oil.

Q: Problem 4 A 22 ft long column in an existing building is part of a braced frame, both in the x-x and…

Q: B using a 11. The data given below were obtained for the reaction A laboratory-scale reaction…

Q: Problem 1.2 ( ) Consider the beam in Figure 1.2. IF Figure 1.2: Rigid body, Problem I.2. 1 (a)…

A: Given data: Point load = F Location of the point load F: x distance from the support A Consider the…

Q: A reservoir has average surface area of 20km². Mean rate of inflow is 10 m²/S mean outflow is 15…

Q: A car has a frontal projected area of 1.6 m² and travels at 60km/hr. It has a drag coefficient of…

A: Given data- Velocity- V=60 km/hr,V=60×518=16.67 m/s,Area A=1.6 m2Drag coefficient CD=0.35,air…

Q: [0.0016 [o] = 0.0003 0 0.0003 0.0008 0 0 0 0.0004. a. Determine the strain matrix for this strain…

A: Data given Find: (a) Determine the strain matrix for the given strain state if the x and y axes…

Q: For the (7 X 5)m room, estimate quantity of concrete required in lean concrete, reinforced concrete…

A: Given data: In-to-in longer distance = 7 m In-to-in shorter distance = 5 m Width of the foundation…

Q: Problem 1.21: The data below were obtained with tension device from two soils of unknown texture.…

A: Given data, Density of soil solid = 2.65 gm/cm³

Q: Problem # 1. A rectangular has a width of 300 mm and an effective depth of 460 mm. The beam is…

A: Following are the given information. Width of section, b = 300 mm Effective depth of section, d =…

Q: (d) In a town, it has been decided to provide water @ 200 litres per head per day in the 21st…

Q: EXAMPLE-H.W. For the foundation shown in the below; estimate quantity of Reinforcement. Depth of…

A: Given data: Depth of foundation=1 m Cross-section of foundation=2*3m Diameter of bar in vertical =16…

Q: What is the efficiency of joint when strength of bolt per pitch length is 60 KN and strength of…

A: Given: Strength of bolt per pitch length = 60 kN. Strength of plate per pitch length = 150 kN.

Q: A reservoir has average surface area of 20km². Mean rate of inflow is 10 m²/S mean outflow is 15…

Q: A 100 m tape weighing 30 N is suspended between the two ends under a standard pull of 180 N. The…

A: Given: A 100 m tape weighing 30 N. The tape is suspended between the two ends under a standard pull…

Q: A tapered steel member of length, / (feet) is subjected to external loading of 25 kips as shown in…

Q: Q2. Knowing that μ = 0.30, determine the acceleration of each block when mĄ = 5 kg,mp mc = 15 kg. =…

Q: A 100 m tape is suspended between the ends under a pull of 200 N. If the weight of the tape is 30 N,…

A: Given: Length of tape, l = 100 m. Under a force, P = 200 N. Weight of the tape, w = 30 N.

Q: The Liquid Limit and Plastic Limit of sample are 40% and 30% respectively. If 20% of the soil is…

A: Given data :- Liquid limit of the soil = LL= 40% Plastic limit of the soil = PL = 30% If 20% of the…

Q: an 20 Show Transcribed Text The varying, fluctuating stresses shown to the below are found at the…

A: Given Endurance limit= 25 Ksi Ultimate strength= 200 ksi

Q: Figure 6 kN 1.5 m 1.5 m 30° 1.5 m 1 of 1 > $30⁰ 4 kN Determine the moment of reaction at point A.…

A: Given: Required : Moment of reaction at point A

Q: Compute the nominal moment strength (Mn), strength reduction factor (6) and 6 Mn for the rectangular…

A: Answer Calculation of Nominal Moment strength We know that Nominal Moment strength of a singly…

Q: Design all members in the truss shown below using only W14 steel sections considering the factored…

A: As per company's guidelines we can only answer first three questions Kindly post other question as…

Q: Why is it necessary to examine measurement models before structural models?

A: The component of the model that traces the association between the latent variables and their…

Q: Problem 2 A rigid bar, hinged at one end, is supported by two identical springs as shown in Fig.…

Concept explainers

System of Forces

A force is an external influence or agent that changes the state of a system. According to Newton's second law, the force applied to a body is proportional to the change in momentum of a body. Hence, whenever a force is applied to a body, its momentum changes. If the body is at rest, under the action of force, its state of rest changes to motion. In other words, the magnitude of the momentum of the body changes from zero to a measurable value. Similarly, if the body possesses some initial velocity, it has some associated momentum, the effect of force can cause the body to halt or come to rest, that is, the momentum reduces to zero.

Question

Please solve sub-part- ii completely and accurate with correct calculations. Thank you!

Part 2: A girder shown below in figure 1 is subject to the following concurrent forces acting at angles
indicated to the horizontal neutral axis. The girder is also supporting a mass of 5000kg
30kN
20kN
GIRDER
45⁰
figure (1)
60⁰
5000Kg
30⁰
gravity 9.81
:
40kN

force
ii. Using analytical techniques i.e. use force resolution methods to determine the horizontal and
Vertical component of each force present, then combine them vectorily to determine resultant
created by the applied forces. ( magnitude and direction)
buit of oupind
tan(A+B) =
iii Analvee the variation
signs bas obutilonu al bait of sel
Formulae & Identities for Trigonometry: argital wolod wode pobu A
xe leven latositod sdt at bede topl
sin(A+B) = sinAcosB + cosAsinB
sin(A-B) = sinAcosB - cosAsinB
cos(A+B) = cosAcosB - sinAsinB
cos(A-B) = cosAcosB + sinAsinB
sin2A = 2sinAcosA
cos2A = cos²A-sin²A
cos2A = 2cos²A-1
sin²A+ cos²A = 1
tan A + tan B
1-tan A tan B
R sin(-a)= asin - bcos
and
tan2A =
somongin sau murga emsa sill goized it
and
2 tan A
1-tan² A
R sin(+a)= asin + bcos
IVIDA

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 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

What is the degree of the homogeneity of the function f(x.y)= Vxr³ – 5x²y – y³? -3 - 2 A. 3 3 c. 1 С. 2 D. 3 B.
Q4) Let vector A = 2i+3j , vector B %3D 2i-2j, and vector C = (-A) - (2B). (a) %3D Write vector C in component form. (b) Draw a coordinate system and on it show the three vectors (A, B and C). (c) what are the magnitude and * ?direction of vector C
determine the linear error of the closure.
A Mo ( C 1 Q: al Find Slope at Ends and deflection at c using the conjugate beam method 61 what if a → 0
Solve (step-by-step) the centroid location with the reference lines provided (a and b for each figure).
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
Pls. solve clearly in handwriten. Thank you
4. Find the angle between u = 3e, + 2e, - 6e, and v = 4e, - 3e, + e; - %3D Write down an expression for a unit vector parallel to the resultant of two vectors u and v (in symbolic notation). Find this vector when u = 2e, + 4e, - 5e,, 5. V = e, +2e, +3e, (in component form). Check that your final vector is indeed a unit vector.
* Q2: The effect or two forces FA,FB is (5 KN) and acting along u axis, determine the value of FB by parallelogram method (nun perpendicular coordinate) FA=3 kN 00 00 0 30 00 ************* ************ ス☆☆☆☆☆☆☆☆
Hello How do I calculate the vertical displacement of C, using the virtual work principle The reaktions are shown and the beams Axial stiffness (EA) bending stiffness (EI)
Determine the location of the GEOMETRIC CENTROID and PLASTIC CENTROID. Use fc' = 27.6 MPa and fy = 414 MPa (3) T 350 150 dpe 300 3N28 2N28 + 500 330 -455 145
y-axis Q= 950N %3D P= B0ON 30° -> T= 100N 1axis 2= 300N 20 %3D NS-15 KN y componente oF all the forces abově. Express your answers in Newtons and indicate the Diredion. Fx = 300N> V Solve the x and %3D eg. Fy = 600 N