Please help. Do not just guess. Prove your answer. I will give a good feedback. thank you :) Combined LoadingsThe bar is made of AISI 1006 cold-drawn steel and is loaded by forces F = 0.55 kN, P = 8 kN, andT = 30 Nm. The length of the bar is 100mm and the diameter is 20mm.POINTF•Q.55 kNA = 314.16 mm?1 = 7854 mm*J = 15,708 mm*Q = 667 mm3-1. The axial stress at stress block at section isа. 19.1 МPаb. 2.3 МРас. 70.0 МРаd. 25.5 MPa2. The bending stress at stress block at section isа. 19.1 МPаb. 23 MРаc. 70.0 MPad. 25.5 MPa-3. The torsional shear stress at stress block at the section isа. 19.1 MPаb. 2.3 МРаc. 70.0 MPad. 25.5 MPa4. The value of the transverse shear stress is _а. 19.1 МPаb. 23 MPаc. 70.0 MPad. 25.5 MPaThe normal stress ox at stress block at point A is _а. 99.15 МPаb. 95.5 MPас. О МРаd. 19.1 MPaThe normal stress o, at stress block at point A is _а. 99.15 МPаb. 95.5 МPас. О МРаd. 19.1 MPa7. The normal stress 0, at stress block at point A is _а. 99.15 МPаb. 95.5 MPас. О МРаd. 19.1 MPa

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The bar is made of AlISI 1006 cold-drawn steel and is loaded by forces F = 0.55 kN, P = 8 kN, and = 30 Nm. The length of the bar is 100mm and the diameter is 20mm. POINT A P•a55 kN A = 314.16 mm² 1 = 7854 mm* J = 15,708 mm* %3D

The bar is made of AlISI 1006 cold-drawn steel and is loaded by forces F = 0.55 kN, P = 8 kN, and = 30 Nm. The length of the bar is 100mm and the diameter is 20mm. POINT A P•a55 kN A = 314.16 mm² 1 = 7854 mm* J = 15,708 mm* %3D

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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