Answered: If the third trial of side 2 was given…

If the third trial of side 2 was given thrice the weight of the other trials, what would be the MPV (Most Probable Value) of side 2?

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: 5. A construction lift is rising with a velocity of 2.5 m/s when a bag of cenent isv released. If th...

A: We will use equation of distance and velocity.

Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diamet...

A: To determine the allowable tensile strength for ASD. Given, Grade of steel: Fy = 36 ksi and Fu = 5...

Q: How much should the engineer borrow from a bank that charges 10% simple discount for 6 months if he ...

Q: Verify the adequacy of column BC, part of a sway frame structure, to carry the loads shown in the fi...

Q: 1. Determine the diameter of the pin in the hinge support if the allowable shearing st pin is 400 MP...

Q: lorine concentration to inactive 2 logs of Cryptosporidium at a water temperature of 25oC, if the fl...

A: Vb =QKlnNoN , Vb = volume of compact chamber =2×2×1 =4m3 Q = r...

Q: A simply supported floor joist with a section shown has a span length of 4.3m. The total dead load c...

Q: Refer to the braced cut shown in the figure for which y= 20 kN/m², o'~23°, and e' = 0. 2.0000 The st...

A: Given : Density of soil, γ = 20 kN/m3Angle of internal friction, ϕ' = 23°Cohession, c' = 0The struts...

Q: 2 is growing at 2 ppm/yr, fossil and cement emission are 9 GtC/yr and the air borne fraction is 38 p...

A: Given:- atmospheric CO2=2ppm/year fossil and cement emission =9 GtC/yr To find:- net carbon emission...

Q: 2. Calculate the total stopping sight distance for a wet pavement condition, if the design speed is ...

Q: Find the static and kinematic indeterminacy respectively for the given frame shown below: C D E K H ...

A: For given arrangement, The static and kinematic indeterminacy

Q: An experimental rocket sled weighs 5900 Ib and is propelled by six rocket motors each with an impuls...

Q: Given closed traverse with omitted measurements, Line Distance (m) | Azimuth (from North) AB 281.4 1...

A: To determine the omitted measurements. Given closed traverse, Line Distance (m) Azimuth (from ...

Q: A rectangular fixed supported beam has the following properties. Compression steel if required shall...

Q: How many zero-force member on the structure as shown below. a.) F F F b.) 1 kip 0.5 kip 3 kips 2 kip...

Q: Below are the measured interior angles of a five-sided figure. Solution in this format: Given: Requ...

Q: The mass specific gravity of a soil is 1.95, while the specific gravity of soil solids is 2.7. If th...

Q: - 1 attachment 1. Situation: You are to determine the duration of the yellow light at a highway inte...

Q: The rocket sled starts from rest and accelerates at a = 30 + 2t m/s2 for the first 10 seconds. It th...

Q: Give and Discuss some of the new innovations or discoveries related to steel and its application in ...

Q: A vaulted roof truss is loaded as shown. 1. Determine the force in member FG. a. 19.68 kN b. 5.78 ...

Q: Situation 03. Joe wants to test how fast can SuperMan save him if he jumps of a cliff 180m high. He ...

Q: = 16 kN/m², c; = 21 kN/m² = 17 kN/m³ cz= 22 kN/m? 18 kN/m³ cs = 23 kN/m?

A: a γϕ =γl1+ω =20.631+14 =18.0965 kn/m3b γϕ =1-naGγW1+WG =1-na2.67×9.811+0.14×2.67 =18.0965⇒0.0508 ...

Q: a-)Please explain the terms: Saturation, Field capacity, Wilting point.

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

Q: Question: Determine the kinetic energy of a 25.0 kg mass moving at 61.3 m/s.

A: We have to determine the value of kinetic energy as per the given data in the question like 25 kg ma...

Q: A pin-jointed frame is shown in the figure below. The cross-sectional area of all members is 100 mm?...

Q: SÍTUATION 6: A 2m square footing is placed 1.2 m below ground. Evaluate the following using Terzaghi...

Q: A beam ABCDE is shown below: B E The ratio of kinematic indeterminacy of the beam if considering all...

Q: 1. Determine the nominal load P that will cause failure of the beam shown below. As part of your sol...

Q: A simple curve having a radius of 229.18 m has a back tangent of N 28° E, and a forward tangent of N...

Q: 2. Situation: You and your family are watching fireworks display for New Year's Evev The first rocke...

Q: 35-feet simply-supported floor beam, made of AS to carry a superimposed uniform dead load of 0.45 ki...

A: Given Data: The length of a simply supported floor beam is L=35 ft The uniform dead load is WD=0.45 ...

Q: Determine all reaction and draw the shear and moment diagram. Write complete solution

A: Taking moment at A as zero.

Q: a) -1 attachment- S. A hot air balloon rises from the ground with a constant acceleration of 2.6 m/s...

Q: A floor system consists of 185 mm concrete slab supported by continuous T-beams with 11 m span. The ...

Q: Considering only flexural deformations, what is the correct stiffness matrix for the plane frame as ...

Q: What is the maximum tensile force on member BG? What is the maximum compressive force on member BG?

Q: Tabulated results for consistency of cement are shown below. What is the water cement ratio correspo...

Q: 3. Situation: You are driving when suddenly you saw a cat crossing across the street You applied the...

A: Given, Deacceleration of car, a = 8fps2 Distance covered, s= 456 ft final velocity of car, v=0

Q: 1. Find the resultant of the force shown in Figure 28 kN 28 kN 40 50 kN 30 50 kN 20 10 10 20 30 40 5...

A: To find resultant

Q: Question: Determine the kinetic energy of a 25.0 kg mass moving at 61.3 m/s.

A: Introduction : The question is related with mechanics topic. In this question the mass of object the...

Q: a. 45 mm b. 68 mm C. 57 mm d. 17 mm SITUATION 3: A beam has a width of 300 mm and has an LA effectiv...

Q: Problem 2 -1 The single 200 mm x 10 mm steel plate is connected to a 12-mm thick steel plate by four...

A: We have to determine the value of P in all possible modes of the failure and the safe value of P tha...

Q: Determine the strut load at A

Q: he hanger of each chandelier in the grand ballroom of a five - star hotel is composed of a 2 m diame...

A: We will take vertical component of tension and balance it with downward load.

Q: For the figure as shown below, determine the maximum shear and moment on Beam AB. 200 lb/ft B 4 ft- ...

A: Shear Force - It is the force acting perpendicular to the surface. Bending Moment - It is the algebr...

Q: draw the shear, moment and normal forces diagram 60kNm 10kN 4m B. 2m 2m 4m

A: We will take moment at hinges as zero.

Q: A portal frame PQR is subjected to uniformly varying load of maximum intensity 20 kN on an attached ...

Q: Deflection at point B in mm. Deflection at point E in mm.

Q: The system is released from rest with no slack in the cable and with the spring stretched 300 mm. De...

Question

100%

If the third trial of side 2 was given thrice the weight of the other trials, what would be the MPV (Most Probable Value) of side 2?

Trial
Side 1
Side 2
1
20.08 m
41.80 m
2
20.11 m
41.76 m
3
20.09 m
41.77 m

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

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

S000-10" CEl. 230.0 2000-8", C 100 El. 300,0 4000-16 C- 100 B El. 280.0 E C-130 20,000-12 C-90 El. 168.0
Find allowablee ) (m) So thut 65+ S140 MP•, 6ü ç lOmpa 50 KN 12 mm 12 kN Y mm 250 mm 下50 150
45 67 89 10 200 b00 Find P.FIL assume i 8/
On the drawing below, the virtual condition of the 4 holes is? O .450 .375 O.395 O .020 D O .430 Ø3.000 .020 0 10 45° 4X Ø.395-.430 Ø.500-.510 Ø.020MABMCM +0.010M ADM Ø2.000 .375-.395 4.000MABM C A 0.005MA B
216 Home Works Find the Centroid for the Shaded area. [Q2] :- 120 150 30 130 4 4
Yuemo Point! B-S / I-S] [S] H-I[Ele 1.165 A 15 pm 13 C D 6 1.598 1.12.5 1250 1.150 0.97
... O005 00 Find the parametric equation of the line of intersection of the planes and -2y13-9 Alaa Galeb ۲۳ مشارك آخر ضحي علي عب. Alaa أنت
1000 N BAX 707.12 A 707.12 46° RAY 900 N 636.40 45° 9m 636-40 راکه B 9m 300 N 53.13⁰ 12 m 400 N 353.55 F راکه 9m 300 N 900 N 353.55 RHY H RH 8 Hy
B 7-8 (L) Determine the coordinates of station S, the point of intersection between lines AB and PQ. The coordinates of stations A, B, and P are shown in figure; the measured azimuth of PQ is 50°. yem N 1000 E 900 A Azimuth 50⁰ P N 650 E 1050 X 400 S Q B N 700 X, E 1400 line РФ Slop = fan yo ५० ya Y₁ =mi (x~x 6.50 10 N: Y = 802.1 E: XS 1230.
A 500 mm x 500 mm square tied column shown is reinforced with 10- 26 mm diameter bars with a steel covering of 62.5 mm from the center of the bars to the outer edge of the column section. fc' = 20.7 MPa, fy = 345.6 MPa, e = 421.4 mm. (DO NOT USE CID) a) What is the value of the depth of the compression block, "a" X Soomm 62.5mm 62.5mm 500mm e Pn
구5 200 Sind moment Resultant about Point O 125
Complete the table below. STATION BM1 A с D E F BM2 BS 1.470 1.967 2.792 2.225 2.209 1.072 Highest elev of the line of sight Station with the highest elevation (excluding BM1 & BM2) Lowest rod reading Station with the Highest BS Lowest Elevation HI 368.382 369.414 370.245 370.780 370.278 371.138 FS 1.200 1.136 1.082 3.400 0.212 1.204 ELEV 367.182 368.278 369.163 368.555 368.069 369.934