ANASWER NO.3 PLS 10 KN20 KN / m5 KN / mASIMPLE STRESSES5 KN / mD50 KN-m5 KN / mF2. Points C and D of the1.001.001.001.002.001.00beam system shown inthe figure is 500mm x(in meters)600 mm woodencolumn. What is30°3.00 mbearing stress along thegrain of the woodenpost in Point C?0.50 m10 KN20 KN / m5 KN / mABSIMPLE STRESSES5 KN / m50 KN-m5 KN / mF3. Points C and D of the1.001.001.001.002.001.00beam system shown inthe figure is 500mm x600 mm wooden(in meters)column. What is30°3.00 mbearing stress along thegrain of the woodenpost in Point D?0.50 m

Wood is both a typical and an authentic decision as a structure material. However, in the beyond…

10 KN 20 KN / m 5 KN / m A B SIMPLE STRESSES 5 KN / m 50 KN-m 5 KN / m F 3. Points C and D of the beam system shown in the figure is 500mm x 600 mm wooden 1.00 1.00 1.00 1.00 2.00 1.00 (in meters) column. What is 30° 3.00 m bearing stress along the grain of the wooden post in Point D? 0.50 m

10 KN 20 KN / m 5 KN / m A B SIMPLE STRESSES 5 KN / m 50 KN-m 5 KN / m F 3. Points C and D of the beam system shown in the figure is 500mm x 600 mm wooden 1.00 1.00 1.00 1.00 2.00 1.00 (in meters) column. What is 30° 3.00 m bearing stress along the grain of the wooden post in Point D? 0.50 m

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: Define Applying Allowable Bearing Pressures—ASD

A: Answer ASD is known as allowable stress design. which is referred to both as the load service load…

Q: 4) When the required torque has been achieved the tension control bolt splined end spins off? Tor F…

A: Torque- It tries to rotate a body about an axis.

Q: COMPUTE MV, FOR BEAMS 1, 2, 3 AND 4. ASSUMPTIONS: LIVE LOAD = 75p56 MECHANICAL EQUIP = SopsF 10'…

A: Live load= 75 psfMechanical equipment= 50 psfExterior wall = 500 lb/ftSelf weight of beam=150…

Q: (A 30' 5 EQUAL SACES 35 BEauAL SICES Ga I- 30 8. GI ca 30 -I- O FLOOR FRAMING PLAN uestions: O Dran…

Q: You personally designed the formwork for a 14’‐0” tall concrete wall as specified below:  3/4”…

A: Let's go through each variation and determine whether the formwork design is adequate or not: 1.…

Q: (2) 27"/ 6" TE #4 4 #9 (1) d = ? (2) C= ? 39 Jove d-c fé= 3 ksi Grade 60 steel NWC. & Mn = ? #4 tied…

A: Given: fc = 3 ksi fy = 60 ksi Cover = 1.5 inch

Q: 3D5x3 -10x-V3 5(х-2) %3D 1/3

A: Simple calculation taking commons

Q: a.) Girder factor at joint D, go b.) Column factor at joint K, Ck C) Girder moment factor at Joint…

A: All data mentioned in the figure it selfneed to find 1- girder factor at joint D, gD2- column factor…

Q: (1) #3 4 #8 12" 24" fé= 5000 psi fy= 60 ksi NWC. Cover = 2", #3 stirrups & Mn = ?

A: fc'=5000psify=60ksicover=2''bars 3#8 As=0.79 in2

Q: Note: Concrete clear cover is 75mm. Hook end length is 125mm. Along X Along Y REINFORCEMENT DEPTH…

Q: (n) 1,6k(1 30¹ # 40' AD Draw show & Moment diagrams A ZO #

Q: 1149 2.024 19.824² 26 04kN/m 1512kN/m -3.985m с 28.72KN 8-38 kN/m 26.04 kN/m be bi

A: 1) Reaction : ∑Fy = 0 RA + RB + RC + RD = ( 15.2 X 5) + ( 8.38 X 3.885 ) + ( 0.5 X 2X…

Q: Q1/ Draw the strips for the panels of flat slab shown in Figure below. Hint: The flat slab is…

A: For flat slab, middle strip and column strip are equal to span length/4. Draw the figure,

Q: . Which one of the following is not an element of ground anchorages& why ? a. washer b. spacer C.…

Q: 1 Lx b- L1 L3 LU3 U4 L2U4 ELEVATION 2 col col 13 L2 12.00 3 col col L3 sp 4 Lx

Q: Determine the excavation and backfill for footings and slab on ground

Q: (2) 27"/ 6" TE #4 4 #9 (1) d = ? (2) (? C (3) = ? 39 Love d-c (4) Mn = ? fé= 3 ksi Grade 60 steel…

Q: The tank shown in the Figure is fabricated from steel plates with a thickness of "t". Derive the…

Q: Determine the OM ¸ for the cross section that has a rectangular duct cast in it, as shown. Use =21…

Q: Problem 2 Find the loading for the floor beams B-1 through B-5, and G-3 through G-5 of Problem 2 of…

A: A floor beam is a huge pillar, normally steel, that traverses the width of a house at the middle and…

Q: Hand

Q: write the stePs to Prove the follo wing Law.. %3D B. 2H JI ( कि- तिहो तार ।

A: Given data in question Equation of Coutte flow To find out Derive the relationship Note Coutte…

Q: SKN SKN 4m 4m 4m 4m C 2KN 2 KN 2KN Find internai Forcer (or ctrecses) at members FH and GH buy…

A: Find the forces in the members using method of joints:Let Ay be the vertical reaction at the roller…

Q: Define Computing Allowable Bearing Pressures—ASD

A: Allowable bearing pressure or Allowable Stress Design (ASD):

Q: Determine the volume of concrete of Girder G2 from gridline A/1-2 if there are 18 identical spans in…

Q: 4. TITI 10' 20 kips 10' 1 max = Ama Max =

A: Given data:-

Q: W14 × 82 A992 steel 13'

Q: 6"-6" ASSUME I CONCRETE 5012 S = 150# 147.3 IS THE WALL STABLE?

A: Given Data:γconc=150/ ft3γsoil=35/ ft3h=6'6''b=3'

Q: what would be the best beam system for these floor planes

A: Floor plans-Floor plans are scale drawings that, when viewed from above, depict the relationships…

Q: What is a batter board? Boards set across a trench or otherwise placed so as to carry wire or cord…

A: Construction stakeout is the placing of a stake to indicate the location for a pole. Poles must be…

Q: 1. Method of Joints: Find AB AC BD and BC (edited) 9 ft 9 ft A B -18 ft 18 ft- C 18 18 ft- D 6 kips…

A: Given: A simply supported symmetrically loaded truss with hinge support at A and roller support at…

Q: Q 3: Draw A. F. D., S. F. D., and B. M. 12 kN/m D. for the frame shown in Fig. (3) 100 kN B. 4 m…

A: We have to draw axial force, shear force and bending moment diagram

Q: 42. How many square feet of forms are needed to construct the columns shown in Figures 5-26 and 5-…

A: Consider the footing placement as in Figure (1).

Q: Desgn two stays Tadking filer with. primay sealemantanhon

A: Given Data:Q=15000BOD=500g/ltanθ=28°22'BODout=50mg/l

Q: A prestressed concrete beam 223mm x 677mm has the following service loadings PDL=67 KN PLL=44 KN…

Q: built up sections determine the centroidal moi of the built up section shown in the figure. it…

Concept explainers

Quantity takeoff

Quantity takeoffs (QTO) are precise estimates of the materials and labor costs required to finish a construction project. During the pre-construction phase, an estimator prepares them, breaking down the project into smaller, more manageable parts that are easier to evaluate. These measurements are used to prepare a construction scope bid. Estimators examine the drawings, specifications, and models to figure out different quantities and their costs. Since, the components, their quantity, and price are all included in the model, quantity take-off can be done automatically using Building Information Modelling (BIM). The time taken for completing a construction project can be reduced by the use of quantity takeoff. These takeoffs are also called material takeoffs and construction takeoffs.

Question

ANASWER NO.3 PLS

10 KN
20 KN / m
5 KN / m
A
SIMPLE STRESSES
5 KN / m
D
50 KN-m
5 KN / m
F
2. Points C and D of the
1.00
1.00
1.00
1.00
2.00
1.00
beam system shown in
the figure is 500mm x
(in meters)
600 mm wooden
column. What is
30°
3.00 m
bearing stress along the
grain of the wooden
post in Point C?
0.50 m
10 KN
20 KN / m
5 KN / m
A
B
SIMPLE STRESSES
5 KN / m
50 KN-m
5 KN / m
F
3. Points C and D of the
1.00
1.00
1.00
1.00
2.00
1.00
beam system shown in
the figure is 500mm x
600 mm wooden
(in meters)
column. What is
30°
3.00 m
bearing stress along the
grain of the wooden
post in Point D?
0.50 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: Introduction

VIEW

Step 2: Bearing stress at D

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

Problem 1-3: All stirrup information is provided, including spacing. You will find the resultant shear capacity. fy of stirrups is 60 ksi and f'c = 3,500psi. For each problem: a) Compute Vc from the concrete properties, and calculate the Vs provided by the stirrup information (Vs = Avfyd/s). b) Compute the design shear capacity Vn = o(Vc + Vs). c) Check to see if the given spacing s is acceptable based on ACI limits of Smax. d) Check to see if the section is usable (V ≤ 8√fcbwd ?)
according to ms544 2001 part2
Complete the table please
Define Computing Allowable Bearing Pressures—LRFD
To the calculated area of cover plates of a build up beam, an allowance for rivet holes to be added is
draw Cantilevered (one-way ) slab- 12 mm diam. main bars spaced @ 200 mm o.c. b/w with 10 mm diam. extra top bars spaced at 100 mm o.c. at L/3 and 10 mm diam.temp.bars spaced @ 200 mm.oc. Note: provide 4- 10 mm diam. diagonal bars @ corners.
Check if it is safe for A) one way shear B) two way shear
B2
4. For the trugs shwn below, identify aäy and all zero førce thembers by placng ak*0" next to or thbugh that member. D
Please help
1.Determine the Style in its diagram 6 KN 12 m 12 m 12 m A D
Label the SFD and BMD