note: SN is equal to 18, topload will be equal to 118kN. 5.50 m7.0 m5.0 m5.0 m6.0 m(1bo+SN) KN >A144 KND120 KN_96 kN.5.0 m4.50 m 4.20 m4.0 m Instruction: Solve the following problem completely using portal method and write the solutions neatly in the plate template.Summarize your final answers at the end of each problem. Round off your answers to 3 decimal places.1. Portal Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and Xare rigid supports. Determine the following:d) Summarize your results by drawing the frame with the internal forces.

To Find:- Summarize all the forces in each member

Answered: 1. Portal Method: The frame shown is…

1. Portal Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X are rigid supports. Determine the following:

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: D. 445°

Q: Provide or determine the following: a. Free body diagram with a loading diagram suitable for the…

Q: A beam has a width of 200mm and a height of 250mm and is loaded as shown. Determine the values of…

Q: Construct the Mohr circle; Determine the principal stresses and the principal plane directions; Find…

A: Consider the free body diagram;

Q: Determine the maximum uniformly distributed load (in N / mm) that can be carried over the entire…

A: Length of the cantilever beam(L)=4 m, Maximum flexural stress(f)=130 Mpa, Dimensions of the…

Q: b) When P is acting 600 mm from the center 2. In the column shown in figure fy 415 MPa fc 21 MPa and…

Q: (a) Based on the figure, give the minimum and the maximum of the external load, P. (b) Based on the…

A: Double D ring Below shows a Double D ring secured with a Nut and Bolt.

Q: Determine the tensile development lengths required using: (a) ACI Metric Equation 12-1, assuming K,-…

A: Answer We are given fy =350 Mpa f'c = 20 Mpa side cover of bars = 80 mm half of centre to centre…

Q: raw shear force and bending momentdiagram for beam below 100 KN/m M = 1200 kN.m %3D A 2 m 4 m Im' 1m

Q: SITUATION. A spiral column carries a deadload of 1070kN and a liveload of 98 fy-112 50MP2 Take steel…

A: 440

Q: Example: A reinforced concrete slab is to be composed of several panals as shown below. Beams of…

Q: Homework: (Column Strength Interaction Diagram ) Assume equal rebar at four sides Check if a column…

Q: 9구cm M= 170 kN-m V= 19 EN Fequired: shear stress Crax) ard plexnral stess (max) for brttomad and…

Q: Goen arla 6.M Ri 10m

Q: Im W =8 kg /m A Im 50m SOLVE FOR THE FOLLOWING: a. TENSION @A b. TENSIONG B C. TENSION@ LOWEST…

A: Solution:- Let horizontal distance Between AC and CB are l1, l2 respectively. Horizontal distance…

Q: Flood water A Ground Level

A: According to given data g=9.81 m/s2ρ= 1000 kg/m3w= 0.5m (Cross section width = 2w )h= 4 mNeed to…

Q: (b)

Q: Determine the force in each member of the truss. State if the members are in tension or compression…

A: Solution: Consider Free Body Diagram of the whole turn: ∑ME=0140×4-FAx×2=0FAX=280…

Q: The compression member, 8 m long, pinned at both ends has additional support in the weak direction…

A: GIVEN DEAD LOAD = 575 KN LIVE LOAD = 1000KN TOTAL LOAD = 1000+575 =1575 KN (1k= 4.44 kN) = 354.07 k…

Q: A W 530 x 101 supports the load shown in Figure below. Determine the maximum allowable distributed…

Q: 20 N/m 10 N/m 50 N-m 4 m 3 m

Q: 2 Y 25 500 mm 3 Y 25 30 mm = 500 N/mm2 All dimensions are in mm Doubly reinforced simply supported

A: Given data: fy=500 N/mm2d'=30 mm

Q: 200 kN - 3m -3m 50kN 30 - 3m 100 kN Determine the equivalent resultant force. (Unit: Kn) Your answer…

A: Draw free body diagram Using equilibrium conditions find sum of horizontal forces and vertical…

Q: A built up steel column has section shown in figure which is used to support a square (16 ft)…

A: Slab 16ft X 16 ft X 8 inLive Load, WL = 100 psfDead Load, WD = 40 psfEffective length, KL = 6…

Q: Determine the total length of bottom bars from the figure shown below. Concrete cover is 40 mm. Use…

A: Please find the answer in the below attachments

Q: Q3) Consider the rectangular reinforced concrete section given below. Calculate the moment capacity…

A: Width of beam, b = 300 mm Total depth, D = 600 mm Effective depth, d' = 35 mm Effective cover, d…

Q: 帅 E 誰 G A 哈 21 Er=?

Q: Homework: (Column Strength Interaction Diagram ) Assume equal rebar at four sides Check if a column…

Q: Problem 1 A beam is supported as shown below: A D E F Hinge Hinge 5m 5 m 6 m 3 m 3 m The beam is to…

Q: Determine the maximum allowable internal moment M that can be applied to the beam. Express your…

Q: A cantilever beam has a length of 3 m and 400 mm depth. Is the beam depth permissible by the code?…

A: Given , length of beam =3m=3000mm Depth=400mm Ratio of length to depth =3000/400 =7.5:1 But code…

Q: The crate weight is 250 lbs and the coefficient of static friction is us - 0.4. Find the maximum…

A: Given : Crate weight = 250 lbs Coefficient of static friction is = 0.4 To Find : The maximum force…

Q: Answer is letter B

A: Given data- Diameter(D) = 8in Height (H) = 16in Youngs modulus (E) = 2.5× 10^6 lb/in² Unit…

Q: Design Shear ReinForcement For a beam Shown below. It's Si ze is 350 x 600· It's effective dep th…

A: Data given: Length of the beam (L) = 6.3 m Uniformly distributed load (w) = 130 kN/m Size of the…

Q: Find shear force value under point load 10 Kn

A: Brief Introduction : The question is related with solid mechanics . In this question we have to find…

Q: uniformly distributed load is Ely = 8x^240x, then the beam length is

A: Given, beam loading equation, EI y = 8x2 - 40x

Q: 13/13 FOR THE RIGID BEAM SHOWN BELOW FIND THE STRESS IN STEEL ROD. Ast3 200 mm2, Aalu=300 mm2 Steel…

Q: 6.0 The concrete floor slab shown below supports a live load of 5.0kN/m² and has a 40mm floor…

Q: DI01) D102) 150- 600 (NOTE: TT shows the continuity of the slab edge ) 1. Determine the design…

A: Consider the given data fck=30Mpa fy = 420Mpa Beam = 300 x 600mm Column = 300 x 500mm Column…

Q: Concrete strength in the estimating process is important for: Pricing labour Determining the time to…

A: Concrete strength in the estimating process is important for: Determining the time to remove…

Q: For the below wooden beam, under the given loading and dimensions: ↓↓ 50 kN C 4m w = 10 kN/m Is the…

Q: (Problem 4.16 from the text book) The beam shown is made of a nylon for which the allowable stress…

A: We will find neutral axis and permissible stresses.

Q: 02 Determine the smallest allowable điameter brass rod, of length 3.Om, if the rod is to be twisted…

A: We need to find smallest allowable diameter of brass rod.

Q: Find the forces acting in all members of the truss shown in Figure. (Use method of section)*

A: Solution;

Q: an axially loaded column is of 300mm x 300mm size. the effective length of the column is 3m, what is…

Q: W1 W2 H X A B L1 L2 rectangular cross-section beam is subjected to a distributed load as shown in…

Concept explainers

Length and Length related Variables

Length can de defined as the measurement or extent of physical quantities or objects from one terminal to another terminal. Stone age humans used finger length, step length, and so on to measure the size or displacement of an object. Nowadays, depending on how precise the measurement requires to be and the object’s size is measured, we use measuring devices for measurements like rulers and steel tape. Most people have used a ruler or tape measure to measure a particular distance or the size of an object. For more precise measurements of tiny objects, the development of measurement tools such as the Vernier caliper, which permits us to measure dimensions within 1/1000 of an inch. In the last few decades, electronic distance measuring instruments (EDMI) have been implemented that permit us to measure distances from a few feet to many miles with reasonable accuracy.

Question

note: SN is equal to 18, topload will be equal to 118kN.

5.50 m
7.0 m
5.0 m
5.0 m
6.0 m
(1bo+SN) KN >
A
144 KN
D
120 KN
_96 kN.
5.0 m
4.50 m 4.20 m
4.0 m

Instruction: Solve the following problem completely using portal method and write the solutions neatly in the plate template.
Summarize your final answers at the end of each problem. Round off your answers to 3 decimal places.
1. Portal Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X
are rigid supports. Determine the following:
d) Summarize your results by drawing the frame with the internal forces.

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 Calculation of column shear

VIEW

Step 3 Calculation of Column Moment

VIEW

Step 4 Calculation of beam moment

VIEW

Step 5 Calculation of Beam Shear

VIEW

Step by step

Solved in 5 steps with 8 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

I need the answer as soon as possible
A cantilever beam shown in Figure B2 is applied with point load of 10KN and pointmoment of 7KNm. By using Macaulay method:Sebuah rasuk terjulur dikenakan beban tumpu 10KN dan moment lentur 7KNmseperti yang ditunjukkan dalam Rajah B2. Dengan menggunakan kaedah Macaulay:i) Derive the moment equation for the beam Terbitkan persamaan momen bagi rasuk
A cantilever beam has a length of 2 m and 646 mm depth. Is the beam depth permissible by the code? Type in 1 if yes, otherwise 2. Yes = 1 No = 2 Please provide a complete solution. Thank you
For the given properties of the beam below, determine the safest wy that the beam will carry. bf = 800mm bw = 500mm tf = 90mm d = 375mm d' = 100mm fc' = 34.5MPa fy = 400MPa As = 8-32mm bars The answer is kN/m bf + A, D +bw t f Wu A को + Pu 50 5m KN (Factored) load B +im+
Solve ASAP
Design a sliding gate wing type of beams (W840) which have an elastic section modulus equal to 582 cm3. If the height of gate 5 m, span 3.5 m and fs = 10000 T/m? Maximum size for new files: 20MB Files
Situation 1| Consider the figure 1 below. 3- 25mmØ bolts are used to fasten a plate to a steel beam. 1) Determine the average shearing stress caused in each bolt by the 30kN loads 2) Determine the value of additional load P that must be applied so that each bolt will not exceed the maximum shearing stress of 60MPA. 30 kN 150. 300 200 30 kN P.
P= 1900 lb 4 ft -3 ft- B ✓ P 3 ft- C P -3 ft Find CH, HG, HE, DE H D P Show Transcribed Text G E 3 ft 3 ft ✓ P P
hi im stuck in this please help me out A wooden beam is loaded by a concentrated load ?P = 5000 N and supported by boundary conditions as shown in Figure Q5(a). The cross-section of the beam is shown in Figure Q5(b). Given that ???LAB = 3000 mm, ???LBC = 2000 mm, ?0B0=10 mm, ?1B1 = 30 mm, and ?H = 240 mm, ℎ0h0=200 mm, ℎ1h1=20 mm, determine the following quantities below: last two sub parts of question didnt fit in so i will type here- theres no question d e) Determine the maximum magnitude of shear force and bending moment, neglecting the sign. The maximum magnitude of internal shear force, positive value: N The maximum magnitude of internal bending moment, positive value: N*mm f) Determine the magnitude of the maximum bending stress in the beam, neglecting the sign. Maximum bending stress, positive value: MPa
need asap
How Determin # As for the beam show in figre (including self weight) (P=35 M²-i fy=420) well kN/m WL=24 K~/3 590 250 5m
Please answer the problem below, using NSCP 2010/2015,Using 4 decimal. 16-28mm diameter bar