0.20 FIG.1 0.02 1. Find the volume of each of the light post 's components: (5 pts. Each) 0.15 a. Concrete Pedestal b. Steel Plate c. Stiffener - 0.02 0.05 (Thickness =0.5 cm) d. Steel Pipe 0.05 (Outer dia=10 cm, thickness=D0.5cm, L=2.50m) 0.30 *Unit of final answer shall be in meters. 0.40

0.20 FIG.1 0.02 1. Find the volume of each of the light post 's components: (5 pts. Each) 0.15 a. Concrete Pedestal b. Steel Plate c. Stiffener - 0.02 0.05 (Thickness =0.5 cm) d. Steel Pipe 0.05 (Outer dia=10 cm, thickness=D0.5cm, L=2.50m) 0.30 *Unit of final answer shall be in meters. 0.40

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: What is the value of Mn?

A: The values and figure given in the question are as follows: Side of square column(B)=500 mm Steel…

Q: negligible mass. Determine the force (Fin) that the small piston exerts on fluid in small cylinder.…

Q: 4 @ 4m 1om DETERMINE THE FORCE ACTING ON MEMBERS GI, AD AND GC C COOKIPS 4. s@zm = 15m

Q: | 501-50 1-75-1-350-110 'd 50 4 75 75 ✓ 50 с Then tension member shown in the figure is an A36 steel…

A: Answer We know that Net area for staggered pattern of bolting is given by An = Ag - ∑Area of bolt…

Q: L Br 5t 0 16 P Br H Find the stress in each rod Given: Ast = Abr=200mm ² Est = 200 G Pa Ebr = 83 GPa…

Q: SP 1 The diameter in fig are 90 cm and 60 cm, at the larger end the pressure is 9.81 kpa, neglecting…

Q: Type EDL Std_Nomenciature AISC_Manual Label C15X50 C15K50 14.7 15.0 3.72 0.716 0.650 0.799 404 11.0…

Q: The screw in the illustration is subjected to a 10kN force represented by the red arrows. If the…

A: Considering normal stress:σallow=PA70mpa=20×1000Nπ4d2d=19.07mm≈20mm

Q: estion 9 60mm, 60mm 1 100mm 100mm 100mm 100mm A staggered bolted connection has bolts arranged as…

A: The given figure is shown below:

Q: A staggered bolted connection has bolts arranged as shown. Diameter of bolts is 19 mm. Fy = 248 MPa.…

Q: O Which of the following gives the max. shearing stress if P = 40 kN, e = 45", a = 300 mm, b- 450…

Q: A rectangular block is 120 mm long in the X direction, 91 mm wide in the Y direction, and 66 mm…

Q: ADAP PLS ANSWER CORRECTLY, do not round off the initial values, round off only in final ans plz

A: SG of sea water = 1.03 Density of sea water(Ps) = 1.03 ×1000kg/m³ Density of sea water(Ps) = 1030…

Q: Question Eight tensile bars with a diameter of 16 mm, divided into Fwo layers, are developed, C=50…

A: Development length: Minimum length reinforcement required to be embedded in concrete for development…

Q: Hw: Find the slope and deflection in the section CA-A) anel the section CB-B) for the beam Shown.…

Q: The yield limit for a type of steel material is determined to be 3600 kgr cm. Detemmine the…

A: Given data: Yield limit, σy = 3600 kg/cm2

Q: The A-36 steel pipe has a 6061-T6 aluminum core. It is subjected to a tensile force. Given: Tensile…

A: Given data, Tensile force = P = 294kN Outer diameter of pipe = dO = 84mm inner diameter of pipe =…

Q: 4. The structure shown is hinged at A and C. Find the horizontal and vertical components of the pin…

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

Q: L Br St 0 16 P 09 Br Find the stress in each rod Given: Ast = Abr=200mm² Est = 200 G Pa Ebr = 83 GPG…

Q: Determine the design capacity using ASD and NSCP specifications for the connection shown. Use A36…

A: C 8 x 18.75(A = 3555 mm2 , tw = 12.4 mm )A 36 steel (Fy = 250 Mpa and Fu = 400 Mpa)Bolt diameter…

Q: Considering the effects of the prestressing forces (assume no loss) and the working loads (include…

Q: A rectangular beam has the following properties. Assume 12 mm stirrups. Assume a single layer of…

A: width of beam = 450mm depth of beam = 600mm

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

Q: Instructions: Answer this quiz on a white bond paper. pages before turning in. Late outputs will not…

Q: (in %, up to two decimal places) is outer diameters of 100 mm and 106 mm. respectively. The area…

A: Find area ratio of core cutter,Ar=?

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

A: Shear Rupture : Shear rupture causes due to high shear strength bolts or due to use of plates which…

Q: Figure -20 mm y 10 mm Part A Locate the centroid y of the cross-sectional area of the beam…

A: a = 350 mm b = 370 mm

Q: 17. determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi,…

Q: How many (answer should be a whole number) 22-mm diameter rivets are required to fasten member BC to…

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: 3) For the concrete beams shown, draw the approximate deflection shape and draw the locations of the…

A: To draw: Approximate deflection shape and location of reinforcing bars

Q: Q1. Identify all zero force members B E WW HL100 kN 160 kN

Q: The two wooden boards are connected by a 0.9 in. diameter bolt. Washers are installed under the head…

Q: P1 150mm 200mm P2 30 400mm

A: Given:- P1=187kN P2=18kN To find:- a) Principal stresses, principal planes and maximum shearing…

Q: 2k ↓ 3' n Hu 3k ↓ 5' UT 3t ↓ 5' 2x ↓ W w=14/f w 24*84. Find A. Include self-weight.

A: Rectangular beam of size 24 x 84 inLet's take, P1 = 4 kP2 = 2 KP3 = 3 KTotal length of beam, L = 26…

Q: What is the verfical displacement at: B? Yp=? Cin mm what temperature change will causse zero ·AT =…

A: Rods 1 & 2 are in series hence they will be subjected to same tensile force

Q: Determine the shear and moment equation of the beam shown and draw the shear and moment diagram…

Q: Determine value of Re

A: Given data : Point load FB=10 kips Point load FC=20 kips Point load FD=15 kips To find : Reaction…

Q: (1) 2/" 3" 4#9 bood 14" (1) Ec = ? (2) fr=? (3) Mer=? #4 fé = 5 ksi Grade 60 Steel NWC. b=14", h=24"…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

0.20
FIG.1
0.02
1. Find the volume of each of the light post 's
components: (5 pts. Each)
0.15
a. Concrete Pedestal
b. Steel Plate
c. Stiffener
- 0.02
0.05
(Thickness =0.5 cm)
d. Steel Pipe
0.05
(Outer dia=10 cm, thickness=0.5cm, L=2.50m)
0.30
*Unit of final answer shall be in meters.
0.40

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 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

13. determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi m) what is the block shear rupture (L-shaped) capacity of flange plate of the flange connection in kips? (2 decimal places)
A high-strength steel band saw. 29 mm wide, runs over pulleys 1100 mm in diameter. What minimum thickness of the steel band arvey can be used without exceeding a flexural stress of 260? Assume E = 230 GPa. Answer must be in mm. TS aculty « Previous Next Part
Determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi m) what is the block shear rupture (L-shaped) capacity of flange plate of the flange connection in kips? (2 decimal places)
Given the following: b=305mm d=515mm fc'=25MPA fy=320MPA Mu=420kN-m Determine As A. USE NSCP 2015, As = || sq.mm. B. USE NSCP 2001, As = sq.mm.
2 4 kNm W Ang = ? Sm 3m Dist Load akm-m 1 By = 10 KN (1) 300 Sm Find Internal, External loads Find and draw SMT Diagrams
10 mins only to answer pls
Please provide a clear and complete solution. Answer fast for I have 30 minutes left. Thank you very much.
15. determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksio) what is the block shear rupture (U-shaped) capacity of flange plate of the flange connection in kips? (2 decimal places)
SOLVE THIS PROBLEM USING THE SLOPE DEFLECTION EQUATIONS: The bearing type connection show is bolted by 4 – 22 mm diameter bolts (high strength bolts). The size of the plates is 300 mm x 12 mm. Fy 248 MPa, Fn = 330 MPa and Fu = 400 MPa. Determine the following: (1) Design strength of the connection based on strength of plates. (2) Design strength of the connection based on shear strength of bolts. =0.65. (3) Design strength of connection based on bearing strength of bolts on the 12 mm plate. =0.75 12 mm P. mm O. O 300 mm 40 80
I need the answer as soon as possible
A flanged wooden shape is used to support the loads shown on the bear. The dimensions of the shape are shown in the second figure. Assume LAB= 8 ft. Lec-3 ft. Lco=3 ft. LDE-3 ft. Pc- 1840 lb, Pe=2210 lb, WAB= 780 lb/ft, b₁ = 10 in., b₂ = 2 in., b3= 7 in., d₁-2 in., d₂ = 10 in., d3= 2 in. Consider the entire 17-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the bearn, and (b) the maximum compression bending stress o at any location along the beam. РЕ WAB LAB N B Pc f LBC b₁ C LCD -b₂ D d₁ LDE d₂ X
ج اس. ا. ۲۳% ۳:۷ 385.2 kips 6 نقاط The available tensile strength of plates shown below is .( use A 36 steel * material) 1/4" "I1/4می T1/4" 6" 1½". 3" 1½" O 3/4" bolt 51.32 kip 40.51 kip 46.24 kip 53.53 kip صفحة 3 من 3 إرسال رجوع عدم إرسال كلمات المرور عبر نماذج Go ogle مطلقا. لم يتم إنشاء هذا المحتوى ولا اعتماده من قبل Google. الإبلاغ عن إساءة الاستخدام - شروط الخدمة ۔ ہسياسة الخصوصية