Determine the reactions at the base of the columns of the frame shown. Use cantilever method of analysis. 8 k- 10 k P 12 ft L 10 in² 16 ft E 10 in² A 20 ft M 8 in² N 6 in² F8 in² B 15 ft G6 in2 C R K -25 ft O 10 in² H 10 in² D

Determine the reactions at the base of the columns of the frame shown. Use cantilever method of analysis. 8 k- 10 k P 12 ft L 10 in² 16 ft E 10 in² A 20 ft M 8 in² N 6 in² F8 in² B 15 ft G6 in2 C R K -25 ft O 10 in² H 10 in² 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: Determine the dimensions of a trapezoidal channel, lined with concrete (n 0.015) with side slopes at…

A: Manning's coefficient n =0.015The side slope has an angle = 45 to the horizontalThe bed slope of the…

Q: Qs: A) The infiltration rate of rainfall on a small area was observed to be 4.5 cm/hr at the…

Q: you want to fill a lake that has an area of 320,000m², with an average flow of 916L/s (the filling…

A: Water balance equation may be used to get the equilibrium in input discarge to the output discharge.

Q: For a road with a distance = 3 km. Calculate (TMS) AND (SMS) for the following traffic. car Time…

A: Note: It is assumed that time in minutes why because it is impossible for the cars to cover a…

Q: ABC Construction Company enters into a contract with XYZ Municipality to construct a new public…

A: It is given that ABC Construction Company enters into a contract with XYZ Municipality to construct…

Q: For the figure shown. Design the upper leftmost corner slab. The dead load pressure is 5.19kpa and…

Q: The steel floor framing shown is designed to support a reading room for a library area of a…

A: Dead load = concrete + steelConcrete load = 6/mTile load = 6/mSteel load = 0.01Total Dead load =…

Q: Give two examples of scientific and technological approaches to managing solid waste on land and in…

A: Solid waste management on land and in the water mostly depends on involving various technologies and…

Q: A DETERMINE THE DEFLECTION @x.2. IM * 10KN Im 2m Im 3 5KN/M

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

Q: When the temperature is at 30°C, the steel pipe fits snugly between the two fuel tanks. When fuel…

A: The pipe and the cross section of the pipe is given asThe expression for the temperature gradient as…

Q: 4. 1.25 m 2.5 m A bracket of negligible weight is loaded with a force P of 3 kN. For interconnection…

A: A bracket of negligible weight is loaded with a force P of 3 KN. For interconnection purposes the…

Q: 13. DE TERMINE THE DEFLECTION AT THE RIGHT END OF THE DEAM. 15KN Im 21 ay Im * GKN/m

Q: A soil with a volume of 163cm^3 is sampled from a field. It weighs 221g. Then, the sample was…

Q: Q2: At the beginning of a given day a reservoir has a surface area 30 km². The inflow to the…

Q: 2 kN 2 KN A 2 kN E G -4m->>> B T 3m D + 3m F+ H 3m

Q: Why is architecture important? Project map without and with architecture? product's impact?

A: Architecture is the science of designing and creating physical structures and spaces. It involves…

Q: If the pump head is 75 m, discharge is 0.464 m³ /s and the motor speed is 1440 rpm at rated…

Q: 1. 3. -

A: Classify the following structures as statically determinate, statically indeterminate, or unstable,…

Q: If the pump head is 75 m, discharge is 0.464 m³ /s and the motor speed is 1440 rpm at rated…

Q: Problem #2 185 N V/N M/Nm 4m 75 N B * 50 N/m 6 m 120Nm 2m D 190 N A 12 m beam is pin supported at A…

Q: A 1.5 m square footing is founded at a depth of 1m (equal to the foundation thickness) in…

A: Dimensions of square footing = 1.5 m Thickness of footing = 1 m Depth of footing = 1 m Properties of…

Q: Using FACTOR METHOD, solve the Moment for all members on the frame provided. Consider the following…

Q: What's the Displacement of the beam in mm at 2.0 meters from C?

A: Concrete load = 6/mTile load = 6/mSteel load = 0.01self weight of beam = 77*(100*150-43.75*125) =…

Q: A rectangular foundation of plan size 5 (B) × 10 (L) m is to be designed to carry a load of 86.6 MN…

A: Width of the footing, B = 5m , Length of footing , L = 10m , Dry Unit Weight,γdry=20kN/m3 Saturated…

Q: The triangular plate is fixed at its base, and its apex A is given a horizontal displacement of 5…

A: The triangular plate with dimensions as shown in the figure below,Horizontal displacement,

Q: If the pump head is 75 m, discharge is 0.464 m³ /s and the motor speed is 1440 rpm at rated…

Q: P2.3. Consider the floor plan shown in Figure P2.3. Com- pute the tributary areas for (a) floor beam…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: Design cantilever sheet-pile wall penetrating a granular soil. a. What is the depth of the…

Q: Using AISC Manual tables to determine the available compressive and flexural strengths, determine if…

A: Length of the member, L = 14 ftDead load = 150 kipsLive load = 250 kipsMoment, Mrx=250 kip-ftMoment,…

Q: Well Hydraulics A circular dug well in fine sand region has a yield of 15 l/s under a depression…

A: A circular dug well in fine sand region- Yield Q=15 l/s Depression head S=4 m, Specific capacity per…

Q: Example: the low cycle fatigue of a certain steel is given by life cycle equation-2: (a/E)=0.005…

A: The fatigue strength of steel /Modulus of elasticity(E), The fatigue Ductility coefficient is, The…

Q: A calibration test of a 2.5cm circular sharp edged orifice in the vertical side of the large tank…

A: The diameter of the circular sharp edged orifice = 2.5 cmThe discharge collected = 590 N of water…

Q: The equation of motion of a particle on a straight path is S = t³ - 3t, where s is displacement in…

A: Given;The equation of motion of a particle on a straight path is S=t3where 'S' is displacement.t = 3…

Q: A RA 1000 lb 4 ft B 55 lb/ft VA 8 ft C Rc 6 ft 550 lb RD

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

Q: Identify and determine: i) Boundary/end conditions (support for the column/axial member such as…

A: i.) As i show that the structure is fixed at the both end. End condition Both end hinged or…

Q: eserline s A T-beam that must carry a service load of 40 kN/m and dead load of 43 kN/m (including…

Q: Two Pegs A and B were fixed on opposite banks of a 50 m wide river. The level was set up at A and…

Q: 2. Draw the shear and bending moment diagram of the given loaded frame. - B 1m 2m W 10.00 10 kNm 3m…

A: Draw the shear force and bending moment diagram of the frame.

Q: - A 1.5 m wide, 2.5 m long, 0.5 m deep spread footing is underlain by a soil with c = 10 kPa, ϕ′ =…

Q: Q: A horizontal beam AB is simply supported. at A and B, 8m apart. th beam is subjected to counter-…

Q: A strip footing 1.5 m wide is located at a depth of 0.75 m (equal to the foundation thickness) in a…

A: Width od strip footing = 1.5m , Depth = 0.75m = Thickness of foundation , Unit weight of sand =…

Q: A soil sample weighs 695g at saturation. At field capacity it weighs 556g and has a moisture content…

A: w = 19% wa = 2%Wfc = 556 gm

Q: Q7:- The following data give the value of (x) and (y) for six experiments: 57 28 19 35 39 51 32 20…

Q: The results of a standard compaction test are shown in the Figure below. The specific gravity of…

A: From the given graph of dry unit weight and water content in the question:Maximum dry unit weight of…

Q: In a wide rectangular channel, the small surface waves caused due to disturbance by a suddenly…

A: Given that:-Following are the given data.Upstream velocity Downstream velocity Determine the depth…

Q: Square Footing Design A square column footing is to support a 500-mm square tied column that carries…

A: b = 500 mm DL = 800 kNLL = 1000 kN8-25 mm rebarsDf = 1.5 m q = 310 kPafy = 275 MPaf'c = 27.5 MPa

Q: The compound shaft shown is attached to rigid supports. For the bronze segment, the diameter is 75…

Q: Given Find . *200N/m * 4m 3m 3000 2m 400N-m magnitude of reaction at the pin A on the beam

Q: A long boundary wall 2.7m high and 0.4m thick is constructed of brickwork weighing 18KN/m3. If the…

A: Height of boundary wall. H = 2.7 mThickness of boundary wall, t = 0.4 mUnit weight of brick work,…

Q: A 50 cm diameter precast pile is driven by 9 m into a sandy soil. The standard penetration test…

A: D = 50 cm or 0.5 m L = 9 m Q = 4400 kNFS = 2.5

Concept explainers

Frames

The trusses and frames are the two most important structural members of civil engineering. Trusses are the interconnection of links and other structural members. The interconnection with other members makes the system behave as a single member that supports and transfers loads. Trusses are generally two types, plane truss, and space truss. Frames on the other hand form the skeleton of any building construction. Frames are structures formed by the connection of beams, columns, slabs, and joists. These members provide the building with the required structural support.

Question

Determine the reactions at the base of the columns of the frame shown. Use cantilever method of analysis.
8 k-
10 k
P
12 ft L 10 in²
16 ft E 10 in²
A
20 ft
M 8 in²
F8 in²
B
+
15 ft
N 6 in²
G6 in²
C
R
K
-25 ft
O 10 in²2
H 10 in²
D

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

Step 2: Solution

Step 3: Solution

Step 4: Solution

Step 5: Solution

Solution

Step by step

Solved in 6 steps with 5 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

Determine (approximately) the reactions at the base of the columns of the frame. Use cantilever method of analysis. P1 = 54 k P2 = 20 k A1 = 4 in² A2 = 5 in²
The length of member AB is 8m and member AC is 5m. If force F is 360N, determine the force in member CD and the reaction force at A. (Box you final answer of member CD and reaction force at a).
Consider a frame subjected to loads as shown. Determine the reactions at the supports and draw the bending moment diagram for the following structure. (hint : consider the symmetry of the problem to reduce the unknown degrees of freedom to 3 (Ans : θA =8.116/EI, θB =0, θC =-8.116/EI, θD=6.509/EI, θE =0, θF=-6.509/EI, ΔB=44.719/EI downward)
Determine the vertical and horizontal reactions of each support on the following figures. Assume that the weight of the beam is SN Kilonewton. FN=78 SN= 51
Determine the vertical and horizontal reactions of each support on the following figures. Assume that the weight of the beam is SN Kilonewton. FN= 78 SN= 51
Determine the reactions at A and B for the steel bar and loading shown in the figure, assuming a close fit at both supports before the loads are applied. Note that E for bar AC is 1.2 times the E for bar CB.
The frame shown below is pinned at joints A and F. The frame consists of three rigidmembers; ACB, BDF, and ACE, connected by pin joints at C, B, and D. The frame is loaded at Ewith a downward force of 1000 N. Lengths AC = CB = 2.7 m, length AF = 4.8 m, and length DE =1.2 m. Determine the magnitude of the vertical component of the reaction force at pin B (N).
The frame is used to support a live load of 1.575 kPa. Thickness of concrete slab is 124.903mm. Weight of concrete is 23.293 kN/m^3. Weight of beam BG,AH,CF,DE is 4.526 kN/m and that of is 5.413 kN/m L=5.918m Width"B" = 1.582m Compute the reaction at point A (kN) at member AD Answer: 71.118 Need solution
The steel rod is fixed to the side at ‘A’, and before it is loaded, there is a gap of 0.15-mm between the side at ‘D’ and the other end of the rod at ‘C’ as shown in the figure below. Determine the support reactions at ‘A’ and ‘D’ if the rod is subjected to an axial force, ? = 200-??. Take ??? = 200-???.
The cantilevered jib crane is used to support the load of 780 lb. Note that the supports are collars that allow the crane to rotate freely about the vertical axis. The collar at B supports a force in the vertical direction, whereas the one at A does not. A) If x = 5 ft, determine the reactions at B in lbs. B.) If x = 5 ft, determine the reactions at B in lbs. C.) if the trolley T can be placed anywhere between 1.5 ft ⩽ x ⩽ 7.5ft, determine the maximum magnitude of the reaction at B in lbs.
(a) Assuming that no loads act in Figure P9.16,compute the reactions if support B is constructed 0.48 in.too low. Given: E = 29,000 kips/in.2, I = 300 in.4. (b) Ifsupport B settles _32 in. under the applied loads, computethe reactions.
Determine the reaction at the supports for the beam shown. The roller support B of the beam settles by 38mm. Take E = 200 GPa and I = 90 mm⁴.