The formula of tensile strength for given unidirectional fibers should be determined. Concept Introduction: Tensile strength is defined as the ratio of force per unit area. Tensile strength = Force Area Tensile strength = F A Where, F is the force A is the area Unit of tensile strength is pascal.

Question

Want to see the full answer?

Answer 1

Question

Chapter 17, Problem 17.39P

Interpretation Introduction

Interpretation:

The formula of tensile strength for given unidirectional fibers should be determined.

Concept Introduction:

Tensile strength is defined as the ratio of force per unit area.

Tensile strength = ForceArea Tensile strength = FA

Where,

F is the force

A is the area

Unit of tensile strength is pascal.

Expert Solution & Answer

Want to see the full answer?

Check out a sample textbook solution

See solution

Students have asked these similar questions

1 typedef struct node* { 2 struct node* next; 3 char* key; 4 char* val; 5} node_t; 6 7 char* find_node (node_t* node, char* key_to_find) { while(strcmp (node->key, key_to_find ) != 0 ) { node = node->next; 8 9 10 } 11 return node->val; 12 }

3.10 As an anesthesiologist, you are responsible for preparing IV solutions containing various concentrations of drugs. You have three continuous streams available in the operating room. The stream contents are listed with the known mass fractions, where w₁, x is the mass fraction of compound x in stream i: Stream 1: water, salt (w₁s = 0.010) Stream 2: water, salt (w2,s = 0.020), drug A (w2, A = 0.10) Stream 3: water, salt (w3,s = 0.020), drug A (w3, A = 0.050), drug B (w3,B = 0.080) Your goal is to mix the above streams to produce an IV stream (Stream 4) under continuous operation that contains water, salt, drug A, and drug B with the following characteristics: ■ Drug A has a mass fraction of 0.020 (W4,A = 0.020) ■ The ratio of the mass fraction of drug A to the mass fraction of drug B is 2.0 a. Diagram the system, including the streams. Label the system, system boundary, and surroundings. b. State appropriate assumptions applied to the problem. c. What is the basis in your solution…

TITLE: DESIGN OF SINGLY REINFORCED RECTANGULAR BEAMS USING STRENGTH DESIGN METHOD. PROBLEM: Design a rectangular concrete beam section for positive moment and negative moment for the loads (unfactored) and p values given. Show sketch of cross section, including bar size, arrangement and spacing. Use concrete weight = 236 kN/m³, fy = 414 MPa, f`c = 27.6 MPa, p = 0.5Pmax concrete cover = 40 mm, tie bar = 10 mm Ø.Deadload : w₁₁ = 90 kN/m Live Load: WLL = 40 kN/m and PLL = 3kN. Assume beam weight equal to 8 kN/m. PLL W = WDL + WLL +Selfweight of beam 3.5m 7 m 3.5m Use p =Pmax (SUPPORT ONLY) COMPUTATION: Required: 1. Factored Load 2. Required moment Mu, using NSCP 2015 load combination. a. at the left support b. at the mid-span c. at the right support 3. Design a singly reinforced rectangular beam: a. at the left support b. at the mid-span c. at the right support Use b=0.54d and 32-mm diameter bar. 4. Check adequacy: a. at the left support b. at the mid-span c. at the right support SKETCH