Skip to content

Course home

Algebraic Methods

Algebraic Methods

EasyMediumHard
123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205206207208209210211212213214215216217218219220221222223224225226227228229230231232233234235236237238239240241242243244245246247248249250251252253254255256257258259260261
Question 226

In a structural analysis model, the stability ratio σ\sigmaσ of a cantilever beam depends on a load factor ppp, where p>13p > \frac{1}{3}p>31​. The ratio is given by:

σ=4+27p1+3p \sigma = \frac{4 + \sqrt{27p}}{1 + \sqrt{3p}} σ=1+3p​4+27p​​

Show that this expression can be written in the form:

σ=9p−4+3p3p−1 \sigma = \frac{9p - 4 + \sqrt{3p}}{3p - 1} σ=3p−19p−4+3p​​
[4]
Markscheme

Algebraic Methods Questions

  1. A Level
  2. /Maths
  3. /Algebraic Methods

368 exam-style questions on Edexcel A Level Maths Algebraic Methods, covering 1.1 Proof by Contradiction, 1.2 Algebraic Fractions, 1.3 Partial Fractions, 1.4 Repeated Factors, and 1.5 Algebraic Division. Each one has a worked solution and a mark scheme showing where the marks go.

Question bank