INSTRUCTION: Solve the diagram given below. Determine the ff items rounded to two decimals.40 kN25 kN/m55 kN/m45 kN/mA3 m1 m2 m3.5 m3.5 mBAa.) Determine the value of positive max moment in KN-m Blank 1b.) Determine the value of negative max moment in KN-m Blank 2c.) Determine the value of max shear Blank 3d.) Find the minimum height of the rectangular beam in mm, rounded up divisible to 50 mm, if the flexural stress is not to exceed 50mPa, given that the base of a rectangular section is 80mm. Blank 4e.) Find the minimum height of the rectangular beam in mm, rounded up divisible to 50 mm, if the flexural stress is not to exceed 5mPa, given that the base of a rectangular section is 80mm. Blank 5

Step 1: solve for reactions Step 2: draw shear and moment diagram Step 3: determine the maximum…

Answered: INSTRUCTION: Solve the diagram given…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x150 mm section and E = 80 GPa. Show complete and organized solution. a. Vertical Reaction at B in kN. b.Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. Given: a- 7m b- 24kN/m C- 30kN
PLATE # 3 CALCULATE Oo AND Yo OF THE BEAM LOADED AS SHOWN USING CONJU GATE BEAM METHOD 5KN/m 20KN 30 KN M 2m 2m 2m 2m Im 21 E CONSTANT
/stemezcom Lec3 working stres For the beam shown below, determine the concrete and steel stresses at the locations of the maximum positive and negative moments, Use ſ'c = 25Mpa. The answers are MPa, MPa, MPa and MPa. 3okN/m 8m 1m 4-25mmØ- -Top bars -4-16mmØ 250 250 bottom bars 630 630
Before the load P was applied, a gap, ?0(2.75mm) existed between the cantilever beam AC andthe support at B. Knowing that E=200 GPa, determine the magnitude of P for which thedeflection at C is δ(5.5mm) and the reaction at B. (Hint: Use the method of superposition and beam deflections in Appendix A)
2. The figure shows a jam cleat designed for a sailboat where the large friction forces developed by the cams prevent the rope from slipping. Determine the force R supported by each cam bearing from the 900-N rope tension. The coefficient of static friction between the rope and the cams is 0.8. Hint: FBD of one cam only. The line of action of R passes through the point directly above the center of the 80-mm circular cam profile and the center of the cam mounting pin. Ans: R = 1885 N 80 mm. 20 mm 900 N
PLATE NUMBER 9 TITLE: DOUBLE INTEGRATION МЕТНOD OBJECTIVE: TOo SOLVE THE BEAM USING DOUBLE INTEGRATION МЕТНOD 10kN 15KN 5kN 35kN/m 10KN/m 百 3m 3m 3m 10m 1. Solve the deflection at B. 2. Solve the deflection at C. 3. Solve the deflection at D. 4. Solve the location of the maximum deflection. 5. Solve the maximum deflection.
A restrained beam is loaded as shown below. a. b. | Determine the end moment at wall A (MA). Determine the deflection at point C. IM 40KN IM 27kx/m 2M
Find the maximum value of (p) that can be applied to the beam shown. (WD.L is included the self-weight of beam). h b b(mm) h(mm) 300 No. of bars(mm) size of bars(mm) 16 600 Fc Fy No. Of layers (mpa) (mpa) WD.L(KN/m) 400 One 2 30 L(m) 2.75
A 6KN/m 5m 5m 5m El-Constant Analyze the beam using Slope Deflection Method Draw shear, bending moment and elastic diagrams 6KN/m 5m E
The steel bars AC and BC, each of cross-sectional area 120 mm2, are joined at C with a pin. Determine the displacement of point C caused by the 15-kN load. Use E = 200 GPa for steel. 04. A 35° 35° SUMMARY OF ANSWERS 2.5 m 2.5 m Ус mm C 15 kN CS Scanned with CamScanner
3.81 A 500-N force is applied to a bent plate as shown. Determine (a) an equivalent force-couple system at B, (b) an equivalent system formed by a vertical force at A and a force at B. A B 125 mm Fig. P3.81 500 N 300 mm 30° $75 75 mm 175 mm
Find the maximum value of (p) that can be applied to the beam shown. Wu (LL) b Size of bars W LL b h No. of No. of Fy L (m) (mm) (mm) bars layers MPa Мра (kN/m) (mm) 350 700 8. 25 two 25 414 25 6.8

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS